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44- Traffic Study.pdf
TRANSPORTATION TECHNICAL REPORT for the Renton High School Replacement Project PREPARED FOR: Renton School District PREPARED BY: 6544 NE 61st Street, Seattle, WA 98115 ph: (206) 523-3939 www.hefftrans.com September 16, 2025 Renton High School Replacement Project Transportation Technical Report September 16, 2025 | i TABLE OF CONTENTS 1. INTRODUCTION ............................................................................................................................ 1 1.1. Project Description .................................................................................................................... 1 2. BACKGROUND CONDITIONS .................................................................................................... 7 2.1. Roadway Network ..................................................................................................................... 7 2.2. Traffic Volumes ......................................................................................................................... 9 2.3. Traffic Operations .................................................................................................................... 18 2.4. Parking Supply and Occupancy ............................................................................................... 20 2.5. Traffic Safety ........................................................................................................................... 23 2.6. Transit Facilities and Service ................................................................................................... 25 2.7. Non-Motorized Facilities ......................................................................................................... 26 3. PROJECT IMPACTS ..................................................................................................................... 28 3.1. Transportation Network ........................................................................................................... 28 3.2. Traffic Volumes ....................................................................................................................... 28 3.3. Traffic Operations .................................................................................................................... 40 3.4. Parking Supply and Demand ................................................................................................... 43 3.5. Traffic Safety ........................................................................................................................... 45 3.6. Transit Facilities and Service ................................................................................................... 46 3.7. Non-Motorized Facilities ......................................................................................................... 46 3.8. Short-Term Construction Impacts ............................................................................................ 46 4. MITIGATION AND RECOMMENDATIONS ............................................................................. 50 4.1. Transportation Impact Fees ...................................................................................................... 50 4.2. Right-of-Way Dedications ....................................................................................................... 52 4.3. Roadway Network Improvements ........................................................................................... 52 4.4. Operational Measures .............................................................................................................. 54 APPENDIX A – Parcels Identified for Site Expansion APPENDIX B – Traffic Count Data Sheets APPENDIX C – Level-of-Service Definitions APPENDIX D – Level-of-service Calculation Sheets APPENDIX E – Trip Rates and Equations Applied for Displaced Uses APPENDIX F – Morning Arrival Queue Model Results APPENDIX G – Construction Phasing Plans Renton High School Replacement Project Transportation Technical Report September 16, 2025 | ii LIST OF FIGURES Figure 1. Site Location and Vicinity ............................................................................................................. 2 Figure 2. Proposed Site Plan ......................................................................................................................... 4 Figure 3. Existing (2024/2025) Traffic Volumes – Morning Peak Hour .................................................... 10 Figure 4. Existing (2024/2025) Traffic Volumes – Afternoon Peak Hour ................................................. 11 Figure 5. Existing (2024/2025) Traffic Volumes – PM Peak Hour ............................................................ 12 Figure 6. Average Hourly Traffic Volumes on S Tobin Street East of Shattuck Avenue S ....................... 13 Figure 7. Forecast-2030-Without-Project Traffic Volumes – Morning Peak Hour .................................... 15 Figure 8. Forecast-2030-Without-Project Traffic Volumes – Afternoon Peak Hour.................................. 16 Figure 9. Forecast-2030-Without-Project Traffic Volumes – PM Peak Hour ............................................ 17 Figure 10. Net School Trip Distribution and Assignment – Morning Peak Hour ...................................... 34 Figure 11. Net School Trip Distribution and Assignment – Afternoon Peak Hour .................................... 35 Figure 12. Net School Trip Distribution and Assignment – PM Peak Hour ............................................... 36 Figure 13. Forecast-2030-With-Project Traffic Volumes – Morning Peak Hour ....................................... 37 Figure 14. Forecast-2030-With-Project Traffic Volumes – Afternoon Peak Hour ..................................... 38 Figure 15. Forecast-2030-With-Project Traffic Volumes – PM Peak Hour ............................................... 39 LIST OF TABLES Table 1. Existing Vicinity Roadways ........................................................................................................... 7 Table 2. Pipeline Development Projects Included in Traffic Forecasts ...................................................... 14 Table 3. Level of Service Summary – Existing and 2030-Without-Project Conditions ............................. 19 Table 4. Renton High School – Existing School-Related Events ............................................................... 22 Table 5. Collision Summary (January 1, 2020 through April 1, 2025) ...................................................... 24 Table 6. Existing Transit Service ................................................................................................................ 25 Table 7. Derived Trip Generation Rates – Renton High School ................................................................. 29 Table 8. Trip Generation Estimates – Renton High School ........................................................................ 30 Table 9. Trip Generation Estimates – Displaced Uses ................................................................................ 32 Table 10. Net Change in Vehicle Trips – For Information Only ................................................................ 32 Table 11. Level of Service Summary – Forecast 2030 Conditions Without- and With-Project ................. 41 Table 12. Estimated Morning Arrival Vehicle Queues ............................................................................... 43 Table 13. Transportation Impact Fee Credit Estimate for Existing Site Uses to be Removed ................... 51 Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 1 1. INTRODUCTION This report presents the transportation impact analysis for the proposed Renton High School (RHS) Replacement and Site Expansion Project. It includes a description of existing and proposed conditions in the site vicinity, projected trip generation and distribution patterns, operational analysis of off-site and site access intersections, and an assessment of other elements of the transportation system. The scope of the analysis, study area, and key assumptions were coordinated with City of Renton (City) transportation review staff, including through submittal of Transportation Analysis Scoping1 information and the City’s scoping response issued by Development Engineering staff.2 Further input about scope and methodology was received via email and in meetings with City staff.3,4 The analysis presented in this report is consistent with the City’s Policy Guidelines for Traffic Impact Analysis for New Development.5 In addition to the analysis required in the policy guidelines, this report evaluates site access operations, queueing, special event conditions, and construction-phasing-related transportation impacts. The Renton School District (RSD) retained Heffron Transportation, Inc. to prepare the required traffic and transportation analyses for the project. Heffron Transportation, Inc. is a professional traffic and transportation engineering consulting firm located and incorporated in the State of Washington. The analysis and report documentation were led by: Tod S. McBryan, P.E., Principal & Vice President Heffron Transportation, Inc. 6544 NE 61st Street Seattle, WA 98115 Phone: (206) 527-8410 Email: tod@hefftrans.com Mr. McBryan is a Principal Transportation Engineer and Professional Civil Engineer licensed in the State of Washington with 34 years of experience preparing traffic impact analyses. He is also a member of the Institute of Transportation Engineers (ITE) and the Transportation Research Board (TRB). 1.1. Project Description 1.1.1. Site Description The District plans to expand the existing RHS site—located at 400-2nd Avenue—by acquiring and incorporating 42 additional parcels and two street segments. A total of 15 parcels located along the site’s current eastern boundary and along the west side of Logan Avenue S have been acquired. Another 27 parcels to the north bounded by Airport Way, Shattuck Avenue S, S Tobin Street, and Logan Avenue S have also been acquired. The segments of S Tobin Street and S Tillicum Street between Shattuck and Logan Avenues S would be vacated to create a consolidated school property (totaling about 33.6 acres) on which the replacement school would be constructed. Figure 1 shows the site location and vicinity. A summary of the parcels identified for site expansion along with the existing land uses and sizes (in terms of number of units or floor area) is provided in Appendix A. 1 Heffron Transportation, Inc., January 24, 2025. 2 Yong Qi, PHD, PE, City of Renton, Transportation Scoping Memorandum Comments, March 12, 2025. 3 Meetings with City staff, April 23, 2024, May 23, 2024, and February 25, 2025. 4 Email communications, N. Janders, Development Engineering Manager, City of Renton, May 13, 2024, and Y. Qi, Civil Engineer, March 12, April 3, May 12, and June 2, 2025. 5 City of Renton, February 24, 2023. Renton High School F 1igure Site Location and Vicinity RENTON SCHOOL DISTRICT RENTON HIGH SCHOOL REPLACEMENT PROJECT Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 3 1.1.2. Existing School The original RHS was built in 1911 and opened with 43 students; the first building was replaced by a larger school in 1932 (referred to as the 1930s building). The existing RHS site is bounded by S 2nd Street to the south, residential parcels to the east, S Tobin Street and private parcels to the north, and Lake Avenue S and private parcels to the west. The existing school, including the Renton IKEA Performing Arts Center (IPAC), which was opened in June 2003, has 282,230 square feet6 (sf) and the separate warehouse / nutrition services building (known as Building C) has 27,466 sf. The school has an existing capacity of 1,389 students7 and according to enrollment data published by the Washington Office of Superintendent of Public Instruction (OSPI), enrollment during the data collection periods was 1,252 students during the 2023-24 school year and 1,208 students during the 2024-25 school year.8 Peak enrollment over the past 20 years occurred in 2017 when enrollment was 1,332.9 The school has about 130 faculty and staff members including 105 full-time employees and 25 part-time employees, including coaches who are only on-site for portions of the school year and school day.10 1.1.3. Proposed School The District is proposing to expand the overall site and construct a new high school building and athletic fields. The project would retain the historic 1930s building for use as high school and RSD support space, which could include maintenance support, warehouse/nutritional services (relocated within the site), textbook and/or science kit storage/sorting, staff collaboration spaces, and/or possibly some community rentable space (meeting room and some private offices). The project would also retain the IPAC. The proposed replacement school is being designed for an enrollment capacity of 1,600 students, reflecting a net increase of 211 students compared to its existing capacity. The District estimates that the replacement school could have up to 150 employees including an estimated 120 full-time faculty/staff and about 30 part-time employees (including coaches who are only on-site for a part of the year and parts of the school day) when enrolled at its planned capacity. Figure 2 shows the proposed site plan. The project would also reconfigure access and parking for the overall campus. Since the northeastern and eastern portion of the site would be expanded by absorbing the residential and commercial parcels described previously, those buildings and uses would be removed and eliminated. The site reconfiguration would change the location of on-site parking as well as the location and function of site access driveways for parts of the site. The reconfigured site would have a total of six access driveways and a new on-street school-bus load/unload zone. The following describes proposed changes. Student and event parking would be relocated from the southeast portion of the site to an expanded parking lot at the southwest portion of the site. The easternmost access driveway on S 2nd Street would be removed. The new expanded student and event parking lot would be accessed from two driveways—one located at the southwest corner of the site at approximately the location the existing playfield parking area egress driveway, and one new access on Lake Avenue S. Staff parking would be relocated to the central portion of the site between the new school building on the east and the athletic facilities on the west. 6 Renton School District and AHBL, September 2025. 7 Ibid. 8 OSPI, Report Card, 2024 and 2025. 9 Ibid. 10 B. Tomlin, Renton School District, January 2025. Figure 2 Proposed Site Plan Source: AHBL, June 2025. RENTON SCHOOL DISTRICT RENTON HIGH SCHOOL REPLACEMENT PROJECT Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 5 Automobile load/unload would be retained at its existing on-site location but extended west to provide approximately three-times more curb-side load/unload space. The existing load-zone entry driveway on S 2nd Street would be retained; the load-zone exit driveway would be located at an existing curb cut (currently serving as an entry-only driveway for the southwest parking area) opposite Shattuck Avenue S. The other two existing site access driveways on S 2nd Street would be removed. School-bus load/unload would be relocated to a proposed new curb-side load zone along the west side of Logan Avenue S for the entire length of the expanded school frontage extending between Airport Way and S 2nd Street. Special education (SPED) buses would have an on-site load/unload area accommodated within the staff parking lot. School-day access to and from the staff parking lot and SPED bus area would occur from a driveway that would form the east leg of the modified S Tobin Street / Shattuck Avenue S intersection. A secondary access driveway to/from the staff parking area is proposed as the east leg of the Logan Avenue S / S Tobin Street intersection. That driveway would remain closed (with gates) during the school day, but would be available for event-related access and egress as well as for emergency access. No other vehicular driveway curb-cuts are proposed including none along the school’s frontage of Airport Way. All access driveways that serve the existing uses on the parcels that would be acquired and absorbed into the expanded site would be removed. The project would make frontage improvements including curb, gutter, and sidewalk as required by the City of Renton. The proposed school replacement project would increase parking capacity on the site from 285 stalls (excluding the southwest lot that was unavailable in 2024 and 2025 and school bus loading stalls) to 524 stalls plus five maintenance stalls and four SPED bus load/unload stalls. The total parking includes 48 stalls west of the new northern ball fields that would be overlaid with hard-surface play areas and only available for after-hours and event use. The four SPED bus load/unload stalls could be available as parking during non-school hours. For typical school-days, the site would have 481 parking stalls (including five maintenance stalls) for students, staff, and visitors. The new on-street school bus load/unload area along the west side of Logan Avenue S would be available for public parking (estimated to accommodate about 47 vehicles) when not restricted for school-bus use. Construction would be completed in three primary phases with completion and full build-out anticipated by fall 2029, pending bond passage. Detailed descriptions of the construction plan are provided in Section 3.8 1.1.4. Analysis Study Area and Time Periods Based on scoping guidance provided by the City, the study area for this analysis consists of the following ten intersections as well as all site access driveways. 1. Airport Way / Rainier Avenue N/S 2. Airport Way / Shattuck Avenue S 3. Airport Way / Logan Avenue S 4. S Tobin Street / Rainier Avenue S 5. S Tobin Street / Lake Avenue S 6. S Tobin Street / Shattuck Avenue S 7. S Tobin Street / Logan Avenue S 8. S 2nd Street / Rainier Avenue S 9. S 2nd Street / Lake Avenue S NE 10. S 2nd Street / Logan Avenue S It is important to note that if the school replacement project were not constructed, the students living in the enrollment area would still need to attend school—either at RHS (possibly with the placement of portables) or another high school in the District. Therefore, those students would still generate trips to and from either RHS or another high school. Additionally, morning drop-off trips and afternoon pick-up trips linked to work trips would also still occur. Therefore, while the added school-generated trips would be new trips at and near the site access location, and would affect traffic volumes in the vicinity of the site, Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 6 farther away from the site, most would not be new trips on the street system. However, the traffic impact analysis was prepared assuming no credit or accounting for those existing trips. This results in a conservative worst-case analysis of potential project impacts within the study area defined by the City for this analysis. Because the school replacement project is expected to be complete and occupied by fall 2029, the transportation analysis evaluates year 2030 as the horizon year and assumes it is occupied to its full planned capacity of 1,600 students. However, it should be noted that the District’s Capital Facilities Plan (CFP) forecasts relatively little growth in enrollment by 2029. As a result, it is likely to be some time longer before the school reaches the assumed level of enrollment. The start and dismissal times for the school are assumed to remain unchanged—7:20 A.M. to 2:03 P.M. As coordinated with City review staff, analyses were prepared for the morning (arrival), afternoon (dismissal), and commuter PM peak hours. To capture the existing traffic conditions during the arrival and dismissal peak periods as well as the commuter PM peak hour (between 4:00 and 6:00 P.M.), the traffic counts were performed from 6:30 to 8:30 A.M. and from 1:00 to 6:00 P.M. The specific peak hours within each period are described later in the report. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 7 2. BACKGROUND CONDITIONS The school site and the expansion area are bounded by S 2nd Street on the south, Logan Avenue S on the east, Airport Way, S Tobin Street, and residential properties on the north, and Lake Avenue S, Shattuck Avenue S, and private/commercial properties on the west. This section describes the existing and planned transportation conditions without the proposed school replacement and site expansion project. It includes descriptions and information related to the existing roadway network, traffic volumes, traffic operations (in terms of levels of service), transit facilities, and non-motorized facilities. 2.1. Roadway Network 2.1.1. Existing Condition The City designates streets as principal arterials, minor arterials, collector arterials, and local access streets depending upon the street’s function in the roadway network.11 Table 1 provides details about study-area roadways in the project site vicinity. Roadway classifications are based on the City’s COR Map.12 Speed limits are 35 miles per hour (mph) on arterials and highways and 25 mph on local access streets, unless otherwise posted. Table 1. Existing Vicinity Roadways Street / Speed Limit Classification / Street Type Lanes / Parking Non-Motorized and Transit Characteristics Rainier Avenue S Speed Limit: 35 mph. Major Arterial north of S 2nd Street Highway south of S 2nd Street Two travel lanes in each direction. Additional BAT lanes along both sides south of 2nd Street No parking on either side. (Currently under construction) Curb and gutter on both sides; sidewalk on both sides. Unsheltered bus stops on both sides of the street for Metro Route 106. Lake Avenue S Speed limit: 25 mph. Local One travel lane in each direction. Parking on either side. No parking north of S Tobin Street, Incomplete curb, gutter and sidewalk on both sides. Curb, gutter and sidewalk on west side only north of S Tillicum Street. Shattuck Avenue S Speed limit: 25 mph. Local One travel lane in each direction. Parking on either side. No parking on west side north of S Tillicum Street, Curb, gutter and sidewalk on both sides. Curb, gutter and sidewalk on east side only south of S Tillicum Street. Logan Avenue S Speed limit: 25 mph. Minor Arterial One travel lane in each direction. Parking on either side. No parking on east side north of S Tobin Street, Curb, gutter and sidewalk on both sides. Located SE of the School, Renton Transit Center provides a park and ride facility and access to multiple routes. Airport Way Speed limit: 35 mph. Major Arterial Three east bound and two west bound travel lanes. No Parking. Curb, gutter and sidewalk on both sides. The southern sidewalk is narrow and obstructed by a street pole on the SE corner of Shattuck Avenue S. Two-way protected bike lane on north side of road. 11 City of Renton, Comprehensive Plan – Transportation Element, Adopted December 9, 2024; Ordinance No. 6253. 12 City of Renton, COR Maps – Street Inventory Layer – https://maps.rentonwa.gov/Html5viewer/Index.html?viewer=cormaps, (Accessed April 2, 2025). Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 8 Table 1. Existing Vicinity Roadways Street / Speed Limit Classification / Street Type Lanes / Parking Non-Motorized and Transit Characteristics S Tillicum Street Speed limit: 25 mph. Local One travel lane in each direction. Parking on either side. No parking and restricted to one eastbound travel lane just east of Shattuck Avenue S. Incomplete curb, gutter and sidewalk on south side. S Tobin Street Speed limit: 25 mph. Local One travel lane in each direction. Parking on either side. Curb, gutter and sidewalk on both sides. Bike route signage but no infrastructure. S 2nd Street / WA-900 Speed limit: 35 mph Highway Four eastbound travel lanes bisected by a planted median adjacent to the school. No Parking. Curb, gutter, and sidewalk on both sides. Street trees and other infrastructure obstruct the sidewalk in various places along both sides. Sheltered bus stop along north side of street for multiple Metro routes. Sources: City of Renton, COR Maps – Street Inventory Layer – https://maps.rentonwa.gov/Html5viewer/Index.html?viewer=cormaps, (Accessed April 2, 2025). City of Renton, Rainier Ave S – Phase 4 Improvements Design – https://www.rentonwa.gov/Projects-Development/Public-Works- Projects/Current-Projects-and-Programs/Rainier-Avenue-S-Phase-4 (Accessed, April 2025). King County, Metro Transit System https://experience.arcgis.com/experience/b165327a8a244cf3b3491020783ffbe4/ (Accessed April 2, 2025). 2.1.2. Planned Future Roadway Network The City’s adopted 2025-2030 Six-Year Transportation Improvement Program (TIP)13 was reviewed to determine if any proposed projects would affect study-area roadways. Three projects are identified within the site vicinity as described below. Project #24-18: Rainier Avenue Corridor Improvements Phase 4 – S 3rd Street to NW 3rd Place. Phase 4 of the Rainier Avenue Corridor Improvements extends previous corridor improvements from S 3rd Street to 1,000 feet north of Airport Way (NW 3rd Place). Project elements include extending a southbound Business Access Transit (BAT) lane from S 2nd Street to S 3rd Street, pedestrian improvements with streetscaping, pedestrian actuated traffic signal, transit facility upgrades, access management, and a segment of a regional pedestrian/bicycle path trail (Lake Washington Loop Trail). This project is fully funded and at the time of this analysis (spring 2025) was being completed. Project #24-20: Renton Connector – S 2nd Street to S 5th Street. The Renton Connector project will install a continuous non-motorized facility along Burnett Avenue S between S 2nd Street and S 5th Street via separated walkways, protected bicycle lanes (cycle track), and a multi-use path. This project will also include reduced travel lanes, landscaped medians, and reconfigured public parking areas in order to provide opportunities to incorporate art, play spaces, and resting areas along the connector. Intersection improvements will include traffic signalization improvement and curb ramp upgrades to ADA standards. This project is partially funded; the timing for completion is uncertain. Project #24-22: South 2nd Street Conversion Project – Rainier Avenue S to Main Avenue S. The S 2nd Street Conversion Project will convert an existing four–lane one-way roadway to a roadway with 13 City of Renton, Adopted October 7, 2024. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 9 one through-lane in each direction between Main Avenue S and Rainier Avenue S. This project also includes pedestrian and bicycle facilities, traffic operations improvements, and transit upgrades that will provide better traffic operation and circulation for all modes of transportation. Transit facility upgrades include new Rapid Ride stops and a transit queue jump at the new traffic signal at the Shattuck intersection. This project is partially funded; the timing for completion is uncertain. The Rainier Avenue Corridor project was nearly complete at the time of the data collection and analysis and the City of Renton provided guidance for signal timing adjustments to account for its full implementation. Therefore, it was included in the future (2030) analysis modeling. However, the other two projects—Renton Connector and S 2nd Street Conversion are only partially funding and timing for completion is uncertain. Therefore, as directed by City staff, these were not assumed to be complete in the analysis of future conditions. Since these projects are described as improving traffic operations, exclusion from this analysis reflects a worst-case condition for the evaluation of the RHS replacement project. As described later in this report, the City will require right-of-way dedications consistent with the S 2nd Street Conversion project. Existing roadway conditions and traffic operating parameters were assumed to remain unchanged at the off-site study-area intersections for 2030 conditions without the project. 2.2. Traffic Volumes 2.2.1. Existing Intersection Traffic Volumes Based on initial coordination with and direction from City of Renton Transportation Review staff,14 peak period traffic counts were performed at all school access driveways and at 11 off-site intersections surrounding the project site on Wednesday, May 22, 2024. (The S Tobin Street / Rainier Avenue S intersection was not initially identified by the City as an analysis location at that time.) Regular school hours for RHS are 7:20 A.M. to 2:03 P.M. To capture the existing traffic conditions during the arrival and dismissal peak periods as well as the commuter PM peak hour (between 4:00 and 6:00 P.M.), the traffic counts were performed from 6:30 to 8:30 A.M. and from 1:00 to 6:00 P.M. Counts at all 11 intersections were repeated on July 9, 2024 in order to provide a basis for comparison with conditions in the surrounding vicinity when school is not in session and to support further analysis scoping discussions with City staff. Based on analysis of the counts conducted in May and July 2024, and on detailed scoping analysis prepared and submitted to the City of Renton,15 the ten off-site study-area intersections were identified for analysis. Video turning movement counts were then conducted again at all of the school’s driveways and at the ten off-site study-area intersections on Tuesday, April 1, 2025. The counts from 2024 and 2025 were compared. The volumes counted in May 2024 were higher at four intersections while volumes counted in April 2025 were higher at six locations. Based on those comparisons and to provide a conservative worst-case analysis, the highest volumes for each location were selected for use in the analysis. The count data sheets are provided in Appendix B. Based on analysis of school driveway counts from 2024 and 2025, the morning arrival peak hour occurs from 6:45 to 7:45 A.M. and the afternoon dismissal peak hour occurs from 1:45 to 2:45 P.M. The school driveway counts from May 2024 resulted in higher trip generation rates during the morning arrival and afternoon dismissal peak hours. The school counts from April 2025 resulted in a higher trip generation rate during the commuter PM peak period. Figure 3, Figure 4, and Figure 5 show the existing traffic volumes for the morning, afternoon, and PM peak hours, respectively. 14 Email communications, Nathan Janders, P.E., Development Engineering Manager, City of Renton, CED, Development Engineering Division, May 13, 2024. 15 Heffron Transportation, Inc., Renton High School Replacement – Transportation Analysis Scoping, January 24, 2025. 1 2 3 4 5 6 7 8 9 10 10 12 7 60 13 3 66 15 451 172 9 16 486 1228 52 4 1, 0 6 1 266 162 7 16 16 5 3 29 0 20 2 28 9 26 0 4 14 6 3 40 15 12 21 12 24 290 14 10 20 5 6 6 6 11 17 2 19 76 24 2 19 3 4 43 4 17 1, 0 4 9 26 *3 3 62 3 65 112 1,297 26 3 63 2 5 10 8 41 1,381 16 204 29 8 679 16 1 8 22 2 26 5 33 603 14 53 7 38 0 21 0 147 327 214 A F E D C B F 26 552 68 E 14 9 471 D 471 154 C 18 607 37 A 7 18 7 4 11 6 30 6 A 0 60 0 1 1 43 Figure 3 Existing (2024/2025) Traffic Volumes Morning Peak Hour *In addition, 2 prohibited left turns were observed Traffic Volume KEY X Study Intersection Site Driveway Intersection Ra i n i e r A v e n u e S Ra i n i e r A v e n u e S Ra i n i e r A v e n u e S La k e A v e n u e S La k e A v e n u e S La k e A v e n u e S Lo g a n A v e n u e S Lo g a n A v e n u e S Lo g a n A v e n u e S Sh a t t u c k A v e n u e S Sh a t t u c k A v e n u e S Sh a t t u c k A v e n u e S Airport WayAirport WayAirport Way S Tillicum StreetS Tillicum StreetS Tillicum Street S Tobin StreetS Tobin StreetS Tobin Street S 2nd StreetS 2nd StreetS 2nd Street Renton High School NNN RENTON SCHOOL DISTRICT RENTON HIGH SCHOOL REPLACEMENT PROJECT 1 2 3 4 5 6 7 8 9 10 10 15 1 26 3 10 8 33 46 459 172 9 14 1 594 1098 1, 0 8 0 1, 0 8 9 372 233 7 22 34 4 10 73 2 50 3 25 8 27 3 4 36 6 82 13 26 11 54 36 34 382 5 27 18 5 18 49 14 30 43 9 35 60 17 68 37 6 4 92 0 41 1, 3 0 3 49 *3 3 1, 1 6 8 19 0 103 1,583 25 6 56 2 28 14 91 28 1,532 56 30 13 47 26 1,175 27 1 30 41 5 36 8 65 595 32 61 1 38 6 25 9 450 492 242 A F E D C B F 28 669 36 E 42 663 D 663 38 C 98 603 40 A 9 41 1 4 10 2 27 8 A 2 112 5 3 3 47 Figure 4 Existing (2024/2025) Traffic Volumes Afternoon Peak Hour * In addition, 1 u-turn and 11 prohibited left turns were observed Traffic Volume KEY X Study Intersection Site Driveway Intersection Ra i n i e r A v e n u e S Ra i n i e r A v e n u e S Ra i n i e r A v e n u e S La k e A v e n u e S La k e A v e n u e S La k e A v e n u e S Lo g a n A v e n u e S Lo g a n A v e n u e S Lo g a n A v e n u e S Sh a t t u c k A v e n u e S Sh a t t u c k A v e n u e S Sh a t t u c k A v e n u e S Airport WayAirport WayAirport Way S Tillicum StreetS Tillicum StreetS Tillicum Street S Tobin StreetS Tobin StreetS Tobin Street S 2nd StreetS 2nd StreetS 2nd Street Renton High School NNN RENTON SCHOOL DISTRICT RENTON HIGH SCHOOL REPLACEMENT PROJECT 1 2 3 4 5 6 7 8 9 10 10 10 5 18 9 75 19 53 485 145 9 46 574 648 92 4 93 2 349 258 7 12 23 1 19 58 1 15 6 14 7 32 2 0 25 6 13 0 25 5 42 20 151 6 18 22 5 6 17 3 28 39 5 19 43 11 10 21 0 4 76 8 42 1, 1 2 7 214 3 1, 0 3 0 13 8 132 1,505 16 0 56 2 19 6 41 10 1,572 9 103 19 9 1,058 20 1 19 45 2 52 4 59 641 22 40 3 41 4 30 0 289 549 290 A F E D C B F 6 580 12 E 8 584 D 584 5 C 18 572 37 A 0 29 1 0 0 0 18 5 A 6 69 3 4 6 36 Figure 5 Existing (2024/2025) Traffic Volumes PM Peak Hour Traffic Volume KEY X Study Intersection Site Driveway Intersection Ra i n i e r A v e n u e S Ra i n i e r A v e n u e S Ra i n i e r A v e n u e S La k e A v e n u e S La k e A v e n u e S La k e A v e n u e S Lo g a n A v e n u e S Lo g a n A v e n u e S Lo g a n A v e n u e S Sh a t t u c k A v e n u e S Sh a t t u c k A v e n u e S Sh a t t u c k A v e n u e S Airport WayAirport WayAirport Way S Tillicum StreetS Tillicum StreetS Tillicum Street S Tobin StreetS Tobin StreetS Tobin Street S 2nd StreetS 2nd StreetS 2nd Street Renton High School NNN RENTON SCHOOL DISTRICT RENTON HIGH SCHOOL REPLACEMENT PROJECT Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 13 2.2.2. Existing Volumes on Roadways to be Vacated The proposed project would vacate and eliminate a segment of S Tobin Street between Shattuck Avenue and Logan Avenue S, shifting some school trips to other routes. The removal of the existing land uses that would be acquired for site expansion would also reduce some trips along the surrounding roadways, including Logan Avenue S, S Tobin Street, Shattuck Avenue S and Airport Way. Some remaining non- school trips that currently use S Tobin Street would be shifted to other routes. To understand how the segment of S Tobin Street that is to be vacated is currently used by school trips and non-school traffic, multi-day machine traffic counts were performed just east of Shattuck Avenue S in May and July 2024, as well as in April 2025. The May 2024 and April 2025 counts reflect conditions with normal school-day traffic; the July volumes show non-school traffic use of the roadway during summer. Figure 6 compares the average hourly volumes on S Tobin Street on school days versus non-school days. The peak hours of RHS are also identified. On school days, total daily traffic volume averaged between 1,340 and 1,360 vehicles (both directions) with peak hourly flows of about 100 to 166 vehicles. The graphs demonstrate that school traffic is the primary influence of peak hour traffic in the morning during school arrival and early afternoon during school dismissal. Figure 6. Average Hourly Traffic Volumes on S Tobin Street East of Shattuck Avenue S School Day (Counts Taken May 22-23, 2024) Non-School Day (Counts Taken July 9-11, 2024) School Day (Counts Taken April 1-3, 2025) Non-School Day (Counts Taken July 9-11, 2024) Source: Idax Data Solution, Inc., May and July 2024 and April 2025, compiled by Heffron Transportation, Inc., April 2025. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 14 The segment of S Tillicum Street between Shattuck Avenue S and Logan Avenue S, which effectively serves as an alley for access and egress to about five residences, would also be vacated and incorporated into the expanded high school site. Peak period turning movement counts at the S Tillicum Street intersections with Shattuck Avenue S and Logan Avenue S in May 2024 found that fewer than five (5) vehicles per hour (total for both directions) used this street segment. Those trips are expected to be eliminated with the acquisition and removal of the existing land uses on both sides of the roadway. 2.2.3. Forecast Without-Project Traffic Volumes The school replacement project is planned to be complete and occupied by fall 2029; therefore, 2030 was selected as the future analysis year to compare conditions without and with the proposed project. Forecasts of 2030 peak hour traffic volumes were developed using a combination of forecast pipeline development traffic and a background traffic growth rate. As directed by City staff, a 3% compound annual growth rate was applied to the existing traffic volumes. In addition, the City identified five projects (listed in Table 2) for specific inclusion in the traffic forecasts. The traffic impact analyses prepared for each development were obtained and reviewed. Studies for all five projects included trip generation estimates for the AM and PM peak hours, but did not provide trip data for the specific hours being evaluated for the school replacement (6:45-7:45 A.M.) or afternoon dismissal (1:45 to 2:45 P.M.) peak hours. For these hours, trip estimates were derived using vehicle-time-of-day percentages that are published as appendices to the Trip Generation Manual. Table 2. Pipeline Development Projects Included in Traffic Forecasts Project Name Development Pipeline Net Trip Estimates 1 Permit # (Address) Program Morning Afternoon PM Sources LUA22- 000283 Logan Six (340 Logan Ave N) 97 apt units, 4,860 sf commercial space. 36 32 59 Kimley Horn 2 LUA23- 000066 Renton TopGolf Ph 2 / LivAway Hotel (780 Logan Ave N) 126 hotel rooms 37 63 68 Transpo Group 3 LUA22- 000291 Renton TopGolf Ph 2 (780 Logan Ave N) 2,075 sf commercial, and 4,925 sf restaurant 61 56 57 Transpo Group 3 LUA23- 000361 Camellia Court (107 Williams Ave S) 74 multifamily units 16 2 6 Kimley Horn 4 LUA 21- 000239 GMD Renton / Watershed Apts (625 Williams Ave S) 145 affordable units 41 25 62 Transpo Group 5 Source: City of Renton, March 2025. 1. RHS morning, afternoon, and PM peak hour trips estimated by Heffron Transportation, Inc. based on available program and time-of-day trip percentage data from ITE’s Trip Generation Manual Appendix A. 2. Kimley Horn, Logan Six Updated Traffic Impact Analysis, Sept. 2023. 3. Transpo Group, Traffic Impact Analysis Renton Top Golf Phase 2, October 2022 & March 2023. 4. Kimley Horn, Camellia Court Traffic Analysis, March 2023. 5. Transpo Group, Traffic Impact Analysis GMD Renton, May 2021. New traffic from some of these developments is expected to occur along the Logan Avenue S, Airport Way, and Rainier Avenue S corridors. The without-project traffic volumes were also adjusted to reflect conditions with RHS enrolled to its current capacity of 1,389 (137 more students than enrolled during the 2024 counts at the school). The assumed growth rate combined with the pipeline development project traffic and added RHS traffic, result in overall traffic volume growth estimates of up to 21% (or 3.9% annually) across the three analysis peak hours. These growth rates are higher than applied for most traffic analyses of other developments in the site vicinity, which have typically ranged from 1.5% to 2% annually. Figure 7, Figure 8, and Figure 9 show the forecast-2030-without-project morning, afternoon, and PM peak hour traffic volumes, respectively. 1 2 3 4 5 6 7 8 9 10 10 14 6 69 15 6 76 17 523 198 9 21 561 1418 61 2 1, 2 4 0 310 185 7 18 19 0 3 33 0 23 2 33 5 30 0 5 16 6 3 44 17 14 24 14 27 320 16 12 23 5 10 7 7 13 19 2 23 88 28 4 20 3 4 51 0 19 1, 2 2 4 30 3 73 9 75 128 1,515 30 5 73 2 6 12 9 46 1,611 19 235 32 9 804 19 1 9 25 4 30 8 38 705 16 66 9 44 4 24 3 177 388 247 A F E D C B F 29 638 75 E 16 6 547 D 547 172 C 22 697 48 A 7 21 6 4 11 6 35 7 A 0 69 0 1 1 50 Figure 7 Forecast-2030-Without-Project Traffic Volumes Morning Peak Hour Traffic Volume KEY X Study Intersection Site Driveway Intersection Ra i n i e r A v e n u e S Ra i n i e r A v e n u e S Ra i n i e r A v e n u e S La k e A v e n u e S La k e A v e n u e S La k e A v e n u e S Lo g a n A v e n u e S Lo g a n A v e n u e S Lo g a n A v e n u e S Sh a t t u c k A v e n u e S Sh a t t u c k A v e n u e S Sh a t t u c k A v e n u e S Airport WayAirport WayAirport Way S Tillicum StreetS Tillicum StreetS Tillicum Street S Tobin StreetS Tobin StreetS Tobin Street S 2nd StreetS 2nd StreetS 2nd Street Renton High School NNN RENTON SCHOOL DISTRICT RENTON HIGH SCHOOL REPLACEMENT PROJECT 1 2 3 4 5 6 7 8 9 10 10 17 4 30 5 12 6 38 53 529 199 9 17 6 683 1268 1, 2 4 5 1, 2 7 1 441 268 7 25 39 7 12 84 2 57 3 29 8 31 3 5 42 6 95 15 30 12 62 42 38 422 5 31 20 5 24 57 16 35 49 10 41 70 20 92 30 7 4 1, 0 7 3 47 1, 5 1 7 57 3 1, 3 7 1 21 8 119 1,852 29 6 65 2 32 16 10 5 32 1,794 65 34 15 53 30 1,379 31 1 35 47 8 42 9 75 702 37 71 4 44 9 30 0 528 580 281 A F E D C B F 31 771 40 E 47 764 D 764 43 C 11 1 696 45 A 9 47 6 4 10 2 32 3 A 2 128 6 3 3 54 Figure 8 Forecast-2030-Without-Project Traffic Volumes Afternoon Peak Hour Traffic Volume KEY X Study Intersection Site Driveway Intersection Ra i n i e r A v e n u e S Ra i n i e r A v e n u e S Ra i n i e r A v e n u e S La k e A v e n u e S La k e A v e n u e S La k e A v e n u e S Lo g a n A v e n u e S Lo g a n A v e n u e S Lo g a n A v e n u e S Sh a t t u c k A v e n u e S Sh a t t u c k A v e n u e S Sh a t t u c k A v e n u e S Airport WayAirport WayAirport Way S Tillicum StreetS Tillicum StreetS Tillicum Street S Tobin StreetS Tobin StreetS Tobin Street S 2nd StreetS 2nd StreetS 2nd Street Renton High School NNN RENTON SCHOOL DISTRICT RENTON HIGH SCHOOL REPLACEMENT PROJECT 1 2 3 4 5 6 7 8 9 10 10 12 2 22 1 90 22 61 564 169 9 54 696 768 1, 0 8 1 1, 0 9 5 423 312 7 13 26 9 22 68 1 17 7 17 2 39 2 0 29 6 15 2 29 4 48 23 9 112 1 23 27 5 12 20 3 32 45 6 22 51 14 13 26 0 4 90 0 49 1, 3 3 4 27 3 1, 2 1 5 16 1 153 1,783 18 7 65 2 22 7 48 11 1,859 10 133 26 10 1,248 23 1 22 51 9 61 2 68 763 26 48 3 49 0 35 2 345 651 337 A F E D C B F 19 696 14 E 16 694 D 694 7 C 38 663 45 A 0 34 0 0 0 0 21 8 A 7 79 9 8 7 43 Figure 9 Forecast-2030-Without-Project Traffic Volumes PM Peak Hour Traffic Volume KEY X Study Intersection Site Driveway Intersection Ra i n i e r A v e n u e S Ra i n i e r A v e n u e S Ra i n i e r A v e n u e S La k e A v e n u e S La k e A v e n u e S La k e A v e n u e S Lo g a n A v e n u e S Lo g a n A v e n u e S Lo g a n A v e n u e S Sh a t t u c k A v e n u e S Sh a t t u c k A v e n u e S Sh a t t u c k A v e n u e S Airport WayAirport WayAirport Way S Tillicum StreetS Tillicum StreetS Tillicum Street S Tobin StreetS Tobin StreetS Tobin Street S 2nd StreetS 2nd StreetS 2nd Street Renton High School NNN RENTON SCHOOL DISTRICT RENTON HIGH SCHOOL REPLACEMENT PROJECT Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 18 2.3. Traffic Operations 2.3.1. Intersection Operations Traffic operations analyses were performed at the ten study-area intersections. Traffic operations are evaluated using levels of service (LOS) with six letter designations, “A” through “F.” LOS A is the best and represents the best traffic operations with little or no delay to motorists. LOS F is the worst and indicates poor traffic operations with long delays. Delay calculations rely on complex equations that consider a number of variables. Delay at signalized intersections is determined based on traffic volume for each movement, lane configuration, and signal phasing and timing. Delay at unsignalized intersections is determined for vehicles that must stop or yield for oncoming traffic. That delay is related to the availability of gaps in the main street's traffic flow and the ability of a driver to enter or pass through those gaps. The level of service definitions and thresholds are provided in Appendix C. For SEPA review analyses of proposed developments, the City applies an operational LOS standard of LOS D for arterials and collectors, except for six alternative arterial and state route corridors (Carr Road, Logan Avenue, Rainier Avenue, Grady Way, SR 900 (Sunset Boulevard), SR 169, and SR 515) or within Renton Urban Center or Center Village, which have a standard of LOS E Mitigated.16 For those corridors, congestion is to be mitigated when PM peak hour LOS falls below LOS E by increasing transit or other modes. The LOS E Mitigated standard applies to six of the ten study-area intersections (three along Rainier Avenue S and three along Logan Avenue S); the LOS D standard applies to all other intersections within the study area for this project. Intersections were evaluated using the methodology in the Highway Capacity Manual, 7th Edition.17 All level-of-service calculations were performed using the Synchro 12 traffic operations analysis software and reported using the Synchro module for signalized intersections and the HCM 7 module for unsignalized intersections. Signal timing information was provided by City staff. Table 3 summarizes levels of service for the existing morning, afternoon, and PM peak hours. As shown, all five signalized study-area intersections currently operate at LOS D or better during all three peak hours; the unsignalized study-area intersections also operate at LOS A overall with all movements (except one) at LOS C or better during all three peak hours. The one exception, Rainier Avenue S / S Tobin Street, had two illegal westbound-to-southbound left-turns during the afternoon peak hour, which caused the westbound approach to operate at LOS F. The assumed growth in background traffic is forecast to add some delay to the study area intersections and degrade operations at the Rainier Avenue S / Airport Way intersection from LOS D to LOS E (adding between 16 and 20 seconds of delay per vehicle across the three peak hours). The growth in background traffic is expected to add up to 11 seconds of delay to movements at the unsignalized intersections; however, all would remain operating at LOS A overall with all movements at LOS D or better. With completion of the Rainier Avenue Corridor Improvements project, a raised center median will prevent illegal left-turns to/from S Tobin Street and operations are forecast to be better than existing (2025) conditions at that intersection. The level-of-service calculation sheets are provided in Appendix D. 16 City of Renton, Comprehensive Plan – Transportation Element, Adopted December 9, 2024; Ordinance No. 6253. 17 National Academies of Sciences, Engineering, and Medicine. 2022. Highway Capacity Manual 7th Edition: A Guide for Multimodal Mobility Analysis. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 19 Table 3. Level of Service Summary – Existing and 2030-Without-Project Conditions Morning Peak Hour (6:45-7:45 A.M.) Afternoon Peak Hour (1:45-2:45 P.M.) PM Peak Hour ID# Intersections Existing 2030 w/o Project Existing 2030 w/o Project Existing 2030 w/o Project Signalized LOS 1 Delay 2 LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay 1 Rainier Ave S / Airport Way D 44.3 E 60.2 D 53.5 E 72.8 D 53.2 E 72.6 2 Shattuck Ave S / Airport Way B 11.0 B 12.3 B 17.7 C 22.5 B 13.3 B 14.2 3 Logan Ave S / Airport Way B 13.4 B 15.0 B 13.5 B 15.4 B 11.9 B 13.4 8 Rainier Ave S / S 2nd St B 12.9 B 13.3 B 14.4 B 14.9 B 13.4 B 14.4 10 Logan Ave S / S 2nd St A 8.9 A 9.5 A 9.1 A 9.8 A 8.6 A 9.0 All-Way-Stop Controlled LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay 6 Shattuck Ave S / S Tobin St A 7.9 A 8.0 A 8.3 A 8.6 A 7.4 A 7.6 One- or Two-Way Stop LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay 4 Rainier Ave S / S Tobin St A 0.3 A 0.2 A 1.5 A 0.4 A 0.2 A 0.2 Westbound Approach C 15.4 B 14.7 F 58.3 C 19.3 B 13.8 C 15.8 Southbound Left Turn B 11.0 n/a 3 B 12.7 n/a 3 B 11.5 n/a 3 5 Lake Ave S / S Tobin St A 7.2 A 7.6 A 8.2 A 9.3 A 5.8 A 6.1 Northbound Approach B 10.1 B 10.4 B 12.5 B 14.1 B 10.2 B 10.6 Eastbound Left Turn A 7.4 A 7.4 A 7.3 A 7.3 A 7.3 A 7.3 Westbound Left Turn A 7.3 A 7.3 A 7.5 A 7.6 A 7.4 A 7.4 Southbound Approach A 9.4 A 9.5 B 12.5 B 13.9 A 9.9 B 10.0 7 Logan Ave S / S Tobin St A 2.1 A 2.3 A 4.4 A 6.2 A 3.0 A 3.1 Northbound Left Turn A 8.0 A 8.1 A 8.5 A 8.7 A 7.9 A 8.0 Eastbound Approach B 14.0 C 16.0 C 22.7 D 34.1 B 11.5 B 12.5 Westbound Approach B 12.1 B 13.2 B 13.0 B 14.3 A 9.9 B 10.2 Southbound Left Turn A 8.2 A 8.3 A 8.2 A 8.4 A 7.7 A 7.8 9 S 2nd St / Lake Ave S A 0.3 A 0.4 A 2.7 A 3.7 A 1.0 A 1.1 Southbound Approach B 12.3 B 13.0 C 16.4 C 20.7 B 12.2 B 13.2 A Service Dwy / S Tobin St A 0.5 A 0.4 A 0.7 A 0.6 A 1.1 A 1.4 Northbound Approach B 10.7 B 10.9 A 9.3 A 9.4 A 9.1 A 9.2 Westbound Left Turn A 7.4 A 7.5 A 7.9 A 7.9 A 7.4 A 7.4 B Logan Ave S / Bus Dwy A 1.0 A 0.8 A 1.0 A 1.1 A 0.0 A 0.0 Northbound Left Turn A 7.9 A 9.0 A 8.5 A 8.8 A 0.0 A 0.0 Eastbound Approach B 12.8 C 19.1 C 22.7 D 27.6 A 0.0 A 0.0 C S 2nd St / East Lot Dwy A 0.4 A 0.8 A 3.9 A 4.6 A 0.4 A 0.8 Southbound Approach B 11.5 B 12.6 C 15.4 C 18.6 B 10.7 B 11.6 E S 2nd St / Drop Off Exit A 3.4 A 3.7 A 1.2 A 1.3 A 0.3 A 0.4 Southbound Approach B 12.0 B 12.6 B 11.3 B 12.0 B 10.4 B 11.1 F S 2nd St / West Lot Dwy A 0.7 A 0.7 A 0.9 A 0.9 A 0.2 A 0.5 Southbound Approach B 11.1 B 11.5 B 11.6 B 12.4 B 10.5 B 11.3 Source: Heffron Transportation, Inc., June 2025. 1. Level of service. 2. Average seconds of delay per vehicle. 3. n/a = Not applicable; movement prohibited with Rainier Avenue S improvements. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 20 2.3.2. Site Access, Circulation, and Queuing The morning arrival and afternoon dismissal periods were observed on April 23, 2025 and May 7, 2025, respectively. Full-size (typically 40-feet long) buses were observed using the bus loop that is accessed from Logan Avenue S. Shorter (typically 24- to 33-feet long) buses were observed entering the driveway located to the west of the school building from S 2nd Street and exiting onto S Tobin Street. The western driveway also serves as access to staff parking and notably, only northbound travel is allowed, except for buses through the gated center of the internal drive aisle. The main student parking lot is accessed from S 2nd Street just west of Logan Avenue S. Some student drop-off/pick-up activity was also observed in this parking area. Located adjacent to the main office on the south side of the school building, the one-way automobile drop-off/pick-up loop is accessed from two driveways on S 2nd Street (enter at the east and exit at the west). The loop is about 310 feet long and was observed to accommodate about 11 queued vehicles during the peak arrival and dismissal periods. During the morning peak hour, the automobile drop-off queue was observed to peak at 7:13 A.M. (seven minutes before the start of classes) with 11 vehicles on-site and 10 vehicles overspilling onto S 2nd Street and extending east to the intersection at Logan Avenue S. The queue overspilled on-street for approximately 5 minutes between 7:12 and 7:17 A.M. During afternoon dismissal, the automobile pick-up queue was observed to peak at 2:03 P.M. (the time of dismissal) with 11 vehicles on-site and 8 vehicles on S 2nd Street, extending to just west of Logan Avenue S. The overspill to S 2nd Street lasted for about 10 minutes (between 1:58 and 2:08 P.M.). While the vehicle overspill to S 2nd Street may have delayed some vehicles attempting to access the student parking lot, only one of the four lanes on S 2nd Street was affected allowing other vehicles to bypass the queue in one of the other three lanes. 2.4. Parking Supply and Occupancy The State of Washington adopted SEPA-related amendments on January 20, 2023 which removed parking as an element of the environment in WAC 197-11-444(2)(c)(iv) and removed the parking-related question from the environmental checklist in WAC 197-11-960(B)(14)(c). However, the City requested analyses of parking supply and demand to address code requirements. The RHS site has 285 striped on-site parking stalls in four areas. The largest main parking lot has 157 stalls plus a school-bus loading/unload loop with marked stalls for 12 buses. This largest lot has one driveway on Logan Avenue S (signed for “Buses Only”) and one driveway on S 2nd Street signed for “Student and Event Parking.” There are 11 stalls within the automobile load/unload loop at the south side of the school (north side of S 2nd Street), and 111 stalls located along the west side of the school building accessed from two driveways—one on S 2nd Street signed “Staff Parking Only” and one on S Tobin Street signed “Staff and Event Parking.” A service/delivery area on the north side of the campus has 6 parking stalls. Finally, there are two unpaved areas that have been occasionally used for parking. a gravel lot located at the southwest portion of campus (on the north side of S 2nd Street) with room for about 54 vehicles and a grass/gravel area with space for about 43 vehicles north of the tennis courts near S Tobin Street. Neither of these areas were being used for parking at the time of this analysis. 2.4.1. Typical School-Day Demand School-day parking demand was observed on June 7, 2024, April 23, 2025, and May 7, 2025. Counts were performed at various times including before school, midday during school hours (7:30 A.M., 10:30 A.M., and 1:00 P.M.), and after school (2:35 and 2:45 P.M.). The highest observed demand was 231 parked vehicles on site at 10:30 A.M. on June 7, 2024. Across all counts during the school day, demand ranged from 159 to 231 vehicles. This highest observed demand reflects an occupancy rate of 81% with 54 unused stalls. Based on the 2023-24 enrollment (1,252 students) this reflects a demand rate of 0.185 parked vehicles per student. This is lower than the demand that would be indicated by rates and equations published in ITE’s Parking Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 21 Generation Manual,18 but within its observed range of rates (0.16 to 0.32 vehicles per student). It is noted that the ITE rates and equations are for a “General Urban/Suburban” location, rather than a more-dense urban location such as the area surrounding the site. Observations indicate some RHS use of public transit, which likely contributes to a lower parking demand rate. School-related parking was not observed occurring along areas streets during any of the in-field observations. Review of historical aerial images (from Google Earth) also do not show noticeable school-related demand on-street during regular school days. 2.4.2. Large-Event Parking The highest parking demand for high schools typically occurs during large events—most often in the early evenings; however, some events occur on school days and on weekend days. A number of existing athletics events, including swim-and-dive, golf, cross country, football (practice and games), track-and-field (practice and meets), baseball/softball games, and all soccer games, currently take place off-site (primarily at Renton Memorial Stadium located north of the school site.). IPAC hosts all RHS performances and District staff have indicated that they draw attendance that typically ranges from 300 to 500 each. RHS graduation is held off-site at the arena in Kent. Table 4 summarizes the types, sizes, and frequencies of RHS events that already occur at the site. The IPAC regularly hosts community-based (non-scholastic) group events. Private arts groups and non- profit organizations (e.g., OHO Productions, Seattle Symphony, Uttoron, House of Kala, and Ensemble Ballet Theater) regularly book the venue for events. Most of these events occur on Friday nights, Saturdays, and Sundays (some have multiple performances during the day and evenings). Some groups also occupy the venue for rehearsals. Outside-group performances typically occur 10 to 15 days of each month with more during December. 18 ITE, Parking Generation Manual, 6th Edition, October 2023. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 22 Table 4. Renton High School – Existing School-Related Events Event Approximate Attendance (per occurrence) When Held (season, time of day) Approximate Duration (per occurrence) Frequency Meetings and Banquets Small Meetings 10 – 50 All year, Afternoons and Evenings 2 hours 1 per week Larger Meetings (e.g., conferences, winter awards banquets, etc.) 50 – 500 All year, Evenings (5:00 to 8:00 P.M.) 2-3 hours 1 per month Existing Athletics – Outdoor 1 Girls JV / V soccer daily practices 25 – 50 Fall Afternoons 2-3 hours Daily Boys tennis practices Boys tennis matches 15 – 20 Fall Afternoons 2-3 hours Daily 1 per week Boys JV / V soccer daily practices 40 – 50 Spring Afternoons 2-3 hours Daily Baseball JV / V daily practices 20 – 40 Spring Afternoons 2-3 hours Daily Fastpitch softball daily practices 20 – 40 Spring Afternoons 2-3 hours Daily Girls tennis practices Girls tennis matches 15 – 20 Spring Afternoons 2-3 hours Daily 1 per week Existing Athletics – Indoor Cheer practices 20 – 25 Fall & Winter Afternoons 2-3 hours Daily Volleyball practices F / C / JV / V Games F / C / JV / V 45 – 60 Fall Afternoons Afternoons / Evenings 2-4 hours Daily 1 per week Boys basketball practices Frosh / C-Team games JV / V Games 50 – 60 50 – 100 150 – 300 Winter / Afternoon Late Afternoons Evenings 2-3 hours 2 hours 2 hours Daily 1-2 / week 1-2 / week Girls basketball practices C-Team games JV / V Games 50 – 60 50 – 100 150 – 300 Winter / Afternoon Late Afternoons Evenings 2-3 hours 2 hours 2 hours Daily 1-2 / week 1-2 / week Gymnastics practices Meets 15-20 75-125 Winter Afternoons Evening 2-3 hours 3 hours Daily 1 / season Wrestling (co-ed) practices Meets 15-20 75-125 Winter Afternoons Evenings 2-3 hours 3 hours Daily 3 / season Musicals, Performances, and Others at IPAC Fall Instrumental 300-500 Fall Evenings 3 hours 3 nights Talent Show (rehearsals and shows) 300-500 Fall Afternoons / Evenings 3 hours 10 days Fall Choral 300-500 Fall Evenings 3 hours 2 nights Fall Music 300-500 Fall Evenings 3 hours 4 nights Multi-Cultural Show rehearsals Shows 300-500 Fall Afternoons / Evenings 3 hours 15 days 3 days / 2 nights Spring Drama Production 300-500 Spring Evenings 3 hours 8 nights Spring Choir 300-500 Spring Evenings 3 hours 3 nights Spring Band & Orchestra Concert 300-500 Spring Evenings 3 hours 4 nights Future Freshmen Night 300-500 Spring Evening 3 hours 1 night Source: Heffron Transportation, Inc., compiled from information provided by the Renton School District, July 2025. 1. Swim-and-dive, golf, cross country, football (practice and games), track-and-field (practice and meets), baseball/softball games, and all soccer games currently take place off-site, primarily at, Renton Memorial Stadium. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 23 2.4.3. Recreational- and Community-Based Parking The site is used for occasional non-scholastic recreational- and community-based activities such as youth and adult sports on the four fields and in the gymnasium, as well as meetings within assembly spaces. These activities are scheduled at times when the facilities are not needed for school use. Recreational athletics such as community use of the track (for running/walking) and use of tennis courts occurs after scholastic use ends. Adult sports and youth club sports may be also scheduled on weekends or in the evenings after scholastic use ends. Peak parking demand for these activities typically occurs during the transition period between the end of one practice or game and the beginning of a new practice or game. Historical spectator and participant counts performed by Heffron Transportation for youth and adult recreational athletic activities indicate the number of driving age individuals at these types of activities ranges from 30 to 60. The combined peak number of attendees and participants on site that could occur for a short time between consecutive activities is estimated to range from 240 to 480 persons for the four fields. In addition, during fall weekends and some summer weekday evenings, recreational groups may use the site for youth football practices and games, which could a total of 100 to 120 participants and spectators. Parking demand observations at other sites indicate parking demand at rates ranging from about 0.6 to 0.7 vehicles per participant/spectator. At these rates, the peak demand levels are estimated to range from about 145 to 335 vehicles during the short 15- to 20-minute period at the end of a group of activities and beginning of the next (assuming consecutive scheduling). Outside of these short peak times, total demand is expected to range from 70 to about 165 vehicles if activities are occurring on all four fields simultaneously (including parked vehicles of spectators and participants). 2.5. Traffic Safety Collision data for the study area intersections and road segments were obtained from the Washington State Department of Transportation (WSDOT). These data, reflecting the period between January 1, 2020 and April 1, 2025 (5.25 years), were examined to determine if there are any unusual traffic safety conditions that could impact or be impacted by the proposed project. Table 5 summarizes the data. Five of the twelve study-area intersections are signalized. As shown, the most frequent collision types at all of the study intersections were right-angle collisions, with higher frequency at the Airport Way / Rainier Avenue S intersection. The road segments along both the existing and the proposed site frontages were also examined. Within the study area, 2nd Avenue S has four westbound travel lanes. Along the school-site frontage, the four lanes are split by a raised center median—with two lanes on each side. Left turns from S 2nd Street onto Shattuck Avenue S, Whitworth Avenue S, and Morris Avenue S are prohibited from the two northernmost lanes. The raised median ends about 130 feet west of Shattuck Avenue S. The highest number of collisions (37 of 41) occurred between Shattuck and Lake Avenues S, with most involving vehicles turning left (to the south) or making improper merge movements at or near the Safeway shopping center driveways west of the school site. Within the segment along the site frontage, none of the collisions were reported as involving vehicles making movements to or from RHS (north). Eight of the reported collisions involved bicyclists or pedestrians, and one of the pedestrian-involved collisions (at the Airport Way/Rainier Avenue S intersection) resulted in a fatality. Contributing factors listed in the report for that fatal collision noted that the vehicle driver was “under the influence of alcohol.” Pedestrian contributing factors were listed as “did not grant right-of-way to vehicle” and “under influence of drugs.” Therefore, the fatal collision is not deemed to be related to design or operations at the intersection. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 24 Table 5. Collision Summary (January 1, 2020 through April 1, 2025) Collision Type Rear- End Side- Swipe Head- On Left Turn Right Angle Ped / Cycle Other a Total for 5.25 Yrs Avg. per Year Signalized Intersections Airport Way & Rainier Avenue S 12 6 0 11 16 3 b 1 49 9.3 Airport Way & Shattuck Avenue S 2 0 0 6 5 0 1 14 2.7 Airport Way & Logan Avenue S 7 2 0 1 3 0 7 20 3.8 Rainier Avenue S & S 2nd Street 6 2 1 0 5 0 3 17 3.2 Logan Avenue S & S 2nd Street 0 0 0 2 3 0 1 6 1.1 Unsignalized Intersections Logan Avenue S & S Tillicum St 0 0 0 0 0 0 0 0 0.0 Rainier Avenue S & S Tobin St c 0 4 0 2 3 1 1 11 2.1 Lake Avenue S & S Tobin Street 0 0 0 0 9 1 0 10 1.9 Shattuck Ave S & S Tobin St 0 0 0 0 1 0 0 1 0.2 Logan Avenue S & S Tobin St 0 0 0 2 3 0 1 6 1.1 Lake Avenue S & S 2nd Street 0 1 0 0 0 0 1 2 0.4 Shattuck Avenue S & S Tillicum Street 0 0 0 0 0 0 0 0 0.0 Road Segments Logan Avenue S, between Airport Way & S 2nd Street 2 0 0 0 0 0 4 6 1.1 S 2nd St, between Logan Ave S & Rainier Ave S 2 12 0 1 5 3 28 d 51 9.7 Lake Avenue S, between S 2nd Street & S Tobin Street 0 0 1 0 0 0 2 3 0.6 S Tobin Street, between Logan Ave S to Rainer Ave S 0 0 0 0 0 0 1 1 0.2 Airport Way, between Shattuck Ave S & Logan Ave S 1 1 0 0 0 0 2 4 0.8 Source: Washington State Department of Transportation, April 2025. Data reflect the most recent available at the time of the request and may not include collisions that occurred within the prior 30 days. a. Other collisions: 13 vehicle struck fixed object, 5 vehicle struck parked vehicle, 2 U-turn collisions, 32 collisions with insufficient information to determine type, and 1 collision involving an overturned vehicle. b. On 9/7/24 at 22:04, a left-turning vehicle struck a pedestrian, resulting in fatality. Vehicle contributing factors were listed as “under the influence of alcohol.” Pedestrian contributing factors were listed as “did not grant right-of-way to vehicle” and “under influence of drugs.” c. Of the 11 reported collisions reported by WSDOT for this intersection, 10 were deemed to occur “at driveway” or “not at intersection and not related.” There are seven driveways located within 200 feet of the intersection. d. Of the 28 “other” collisions, 23 involved two vehicles traveling from east to west, and one turned left into a driveway or intersection. Insufficient information was provided to further classify these collisions as rear-end, right-angle, or side-swipe collisions. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 25 2.6. Transit Facilities and Service King County Metro (Metro) and Sound Transit provide bus transit service in the site vicinity. Metro serves the RHS directly at its stop located at the southwest corner of the site on the north side of S 2nd Street. This stop has a shelter and is served by Metro Routes 101,106, 107, 160, and Rapid Ride F. The Renton Transit Center and City Center Parking Garage (655 S 2nd Street) is located at the southeast corner of the S 2nd Street / Logan Avenue S intersection (about 500 feet from the school site). The Renton Transit Center is served by Sound Transit’s Routes 560 and 566 as well as Metro’s Routes 101, 105, 106, 107, 148, 153, 160, 240, 907, and RapidRide F Line. There are also stops served by several of these routes located along Rainier Avenue S, Logan Avenue S, Renton Avenue Extension, and S 3rd Street. The City Center Parking Garage has about 560 stalls with free and paid public parking options depending on user needs and durations. Table 6 summarizes the transit service provided nearest the site. Table 6. Existing Transit Service Route Closest Stops Areas Served Typical Weekday Headways a Metro 101 Renton Transit Center and S 2nd Street west of Shattuck Avenue S South Renton Park-and-Ride and Downtown Seattle 15 to 60 minutes Metro 106 Renton Transit Center and S 2nd Street west of Shattuck Avenue S Renton, Seattle Chinatown / International District, Mount Baker, Rainier Beach, and Othello Station 10 to 30 minutes Metro 107 Renton Transit Center and S 2nd Street west of Shattuck Avenue S Beacon Hill, Georgetown, Rainier Beach, Lakeridge, Renton 15 to 30 minutes Metro 160 Renton Transit Center and S 2nd Street west of Shattuck Avenue S Renton, Kent, and Auburn Station 12 to 30 minutes Metro Rapid Ride F Renton Transit Center and S 2nd Street west of Shattuck Avenue S Burien Transit Center, SeaTac, Tukwila International Boulevard Station, Tukwila Station, Renton Transit Center, The Landing 10 to 15 minutes Metro 148 Renton Transit Center Fairwood, Renton, South Renton Park-and-Ride 30 minutes Metro 153 Renton Transit Center Kent, South Renton P&R, Renton 25 to 30 minutes Metro 160 Renton Transit Center Renton, Kent, and Auburn Station 12 to 30 minutes Metro 240 Renton Transit Center Bellevue, Eastgate, Newport Hills, Newcastle, Renton-Boeing, and Renton 25 to 30 minutes Metro 907 b Renton Transit Center Black Diamond 60 minutes ST 560 Renton Transit Center Bellevue, Renton, Tukwila, Burien, and West Seattle 30 to 55 minutes ST 566 Renton Transit Center Redmond, Bellevue, Renton, Kent, and Auburn 30 to 50 minutes Sources: Sound Transit and King County Metro Transit online schedules and route information, June 2025. a. Headway is the time between consecutive buses by direction. b. Route 907 is the Black Diamond/Renton accessible Dial-A-Ride Transit (DART) and offers both fixed-route and limited flexible routing Monday to Friday (except holidays): 8 A.M. to 5 P.M. The District provides free transportation for students who live within their school attendance area but outside the school’s one-mile walk zone. Exceptions are made when hazardous conditions are determined Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 26 by the District. Additional consideration is given to students with special needs. In addition, all youth, age 18 and under, are eligible to ride public transit for free.19 Riders age 13 and older are encouraged to show their current school ID or an ORCA card when boarding a public transit vehicle. Metro continuously monitors demographics and travel needs throughout King County, including Renton, to identify areas where service can be added, extended, or modified to better serve communities and employment centers. It typically implements service updates twice each year—in spring and fall. As part of the fall 2025 service updates, Metro enhanced bus service to better connect riders with the light rail stations on Sound Transit’s 2 Line. Specifically, beginning August 30, 2025, Metro implemented more frequent service for several routes including Route 240, with 20-minute headways during peak and midday times on a revised pathway connecting Downtown Bellevue to the South Bellevue Station, Factoria, Newcastle, and Renton. For the longer term, Metro developed and adopted its 25-year vision plan—Metro Connects20—which serves as the guiding policy framework for future improvements to the transit network. The plan identifies a 2025 network with RapidRide and frequent transit service enhancements near the high school. Construction of a new South Renton Transit Center is planned for later in 2025 at the northeast corner of the S Grady Way / Rainier Avenue S intersection about a mile to the southwest of RHS. It will serve the new Sound Transit Stride S1 bus rapid transit (BRT) line and integrate with other existing Sound Transit and King County Metro transit services. Scheduled to begin in 2028, Sound Transit's Stride S1 BRT line will connect Burien and Bellevue with stops along Interstate 405 (I-405), as well as existing King County Metro Rapid Ride, express, and local bus routes. It is expected that Metro would relocate all operations from the current Renton Transit Center location to the new site in 2028.21 2.7. Non-Motorized Facilities The facilities supporting walking, biking, and other non-motorized transportation on key roadways near the project site were described in detail in Table 1 in Section 2.1.1. Sidewalks exist along each of the project site’s frontages; however, the condition and/or maintenance of those facilities varies with some facilities in poor condition. The 2025 counts at the study-area intersections indicated the highest volumes of pedestrian activity at the S 2nd Street / Logan Avenue S intersection, where there were about 60 pedestrian crossings during AM and PM peak hours, and nearly 160 pedestrian crossings in the afternoon peak hour. This is expected due to the proximity of the Renton Transit Center. The S Tobin Street intersection with Logan Avenue S had relatively low pedestrian volumes (5) in the morning peak hour (about 5), but a moderate volumes (about 30) crossing Logan Avenue S and heading north in the afternoon peak hour. Farther from the school, the pedestrian crossing volumes were relatively low. Very little bicycle activity was observed; between zero and four bicyclists observed at all of the intersections during all three peak hours. The Renton Parks, Recreation and Natural Areas Plan22 includes planned bicycle facilities within the site study area. There are four potential projects, originally included in the 2019 Renton Trails and Bicycle Master Plan, that could affect roadways in the study area as described below. Project #29: Lake Washington Loop Trail. Identified as a proposed shared-use trail along Airport Way and Rainier Avenue S north of the site. 19 Source: https://info.myorca.com/youth-ride-free/ 20 King County Metro, originally adopted January 2017; updated vision, January 17, 2021. 21 City of Renton, https://www.rentonwa.gov/Projects-Development/Public-Works-Projects/Current-Projects-and- Programs/Renton-Market-and-Piazza, accessed Sept. 2025. A replacement for the transit center will be determined later. 22 City of Renton, Final Draft January 2020 (Resolution No. 4398). Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 27 Project #55: Renton Connector. Identified as a proposed shared-use trail along Logan Avenue. Project #57: S 2nd Street Protected Bike Lanes. Included as part of the proposed future 2nd Street Conversion project along the south side frontage. Project #66: Shattuck to Airport Connector. Identified as a proposed shared roadway trail along Lake Avenue, S Tobin Street, and Shattuck Avenue S. The plan does not provide any other details about these trail projects, funding, timing, or implementation and there are no projects identified in the City’s adopted 2025-2030 Six-Year Transportation Improvement Program (TIP). No changes were assumed to the street network’s lane configuration due to these bike projects. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 28 3. PROJECT IMPACTS This section describes the conditions that would exist with the RHS replacement project and the school operating at its planned capacity of up to 1,600 students. The analysis also reflects the reconfiguration of on-site parking and circulation as well as the campus expansion and vacation of segments of S Tobin Street and S Tillicum Street between Shattuck and Logan Avenues S. Level-of-service analyses were performed to determine the proposed project’s impact on traffic operations in the study area. Potential impacts to other transportation elements including transit, safety, non-motorized facilities, and parking are also presented. 3.1. Transportation Network The project would reconfigure the campus with new internal circulation, on-site parking, and changes to site access. With the campus expansion to the north, two street segments would be vacated—S Tobin Street and S Tillicum Street between Shattuck and Logan Avenues S. The project would make right-of- way dedications, frontage improvements, and replace or install accessible curb ramps as required by the City of Renton. Frontage improvements would be constructed along Airport Way, Logan Avenue S, Lake Avenue S, S Tobin Street, and Shattuck Avenue S. Some of the frontage improvements and/or accessible ramp upgrades would also involve traffic signal improvements such as pole relocations, pedestrian actuation improvements, and/or controller box upgrades. The frontage along S 2nd Street would include right-of-way dedication and construction of on-site pedestrian walkways consistent with City of Renton requirements to accommodate the future S 2nd Street Conversion Project. An enhanced pedestrian crossing is planned for Logan Avenue S on the south side of the S Tobin Street intersection. The new crossing is proposed to include a pedestrian actuated Rectangular Rapid Flashing Beacon (RRFB). The City-required improvements along Shattuck Avenue S would include curb bulb-outs with new on-street parking. No other changes to the surrounding off-site roadway network are proposed. 3.2. Traffic Volumes With the proposed project, RHS would have capacity for up to 1,600 students, which would increase daily and peak hour traffic compared to existing (2025) conditions. The proposed changes to access and locations for vehicle parking would also change how staff, students, and some visitors access the site. The following describes the method used to estimate changes to site-generated traffic and travel patterns. 3.2.1. Renton High School Trip Generation Rates Peak hour trip generation rates were derived from counts conducted at the school’s site access intersections. As described previously, counts were conducted at the school’s driveways on Wednesday, May 22, 2024 and on Tuesday, April 1, 2025 from 6:30 to 8:30 A.M. and from 1:00 to 6:00 P.M. The count efforts were coordinated with District staff to ensure that data were collected on representative normal school days (regular school hours were 7:20 A.M. to 2:03 P.M.). Table 7 summarizes the results of the trip generation rates derived from the counts and selected for use; rates and equations published in the Institute of Transportation Engineers’ [ITE] Trip Generation Manual23 for High School (Land Use Code 525) are shown for comparison. As shown, the trip generation rates observed at RHS are higher than the average published ITE rates (and equations) for morning and afternoon peak hours, but lower during the PM peak hour; however, they are all well within the ranges of the ITE data.24 The counts from May 2024 23 ITE, 12th Edition, 2025. 24 ITE’s morning peak hour equation is based on data reflecting rates of 0.17 to 1.04 trips per student; the afternoon peak hour equation is based on data reflecting rates of 0.14 to 0.74 trips per student; and the commuter PM peak hour rate is based on data reflecting rates of 0.03 to 0.31 trips per student Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 29 resulted in higher trip generation rates during the morning arrival and afternoon dismissal peak hours; the counts from April 2025 resulted in a higher trip generation rate during the commuter PM peak period. Table 7. Derived Trip Generation Rates – Renton High School Vehicle Trip Counts / School Enrollment Morning Peak Hour (6:45 – 7:45 A.M.) Afternoon Peak Hour (1:45 – 2:45 P.M.) PM Peak Hour (4:00 – 5:00 P.M.) In Out Total In Out Total In Out Total Renton High School (2024) 399 277 676 161 267 428 48 71 119 Observed Rates (1,252 students) 1 59% 41% 0.54 38% 62% 0.34 40% 60% 0.10 Renton High School (2025) 378 244 622 153 257 410 78 49 127 Observed Rates (1,208 students) 1 61% 39% 0.51 38% 62% 0.34 61% 39% 0.11 ITE Equations and Rates (vehicle trips per student) 2 % In % Out Rate % In % Out Rate % In % Out Rate High School (LU 525) 68% 32% 0.53 33% 67% 0.31 48% 52% 0.15 Ln(T) = 0.71Ln(X) + 1.37 Ln(T) = 0.74Ln(X) + 0.72 n/a Source: Heffron Transportation, Inc., April 2025, using data collected by Idax Data Solutions, May 2024 and April 2025. XX – Selected for application in transportation impact analysis. 1. All rates reported as “trips-per-student” and derived based on the student enrollment at the time of each count. 2. ITE, Trip Generation Manual, 12th Ed., Aug. 2025. It is noted that the site trip generation counts included trips generated by the District’s existing Nutrition Services and Purchasing Warehouse Services building located on the school site at 409 S Tobin Street. Those functions are planned to be retained on the site within the renovated historic 1930s building on the campus along with District Textbook storage/sorting and science kit storage/sorting (one employee and no visitors) and maintenance support/storage space (no employees). The trips for these functions are assumed part of the total site trip generation. 3.2.2. Project Trip Generation To provide a conservative worst-case analysis, the higher rates derived for RHS from the 2024 counts were selected for application during the morning and afternoon peak hours, while the higher ITE rate was selected for analysis of PM peak hour conditions. It is noted that these rates reflect all trips generated by the school, including student pick-up/drop-off, school bus trips, parent trips, teacher/staff trips, visitors, and any extracurricular or after-hours use of the school facilities and playfields. Table 8 presents the selected rates as well as the resulting trip estimates for the proposed replacement school. Estimates for the existing school (at its current capacity), and the net change in trips expected due to the project are also presented. As shown, the replacement school is estimated to generate net increases of 114 trips (67 in, 47 out) in the morning peak hour; 72 trips (27 in, 45 out) in the afternoon peak hour; and 32 trips (15 in, 17 out) in the PM peak hour. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 30 Table 8. Trip Generation Estimates – Renton High School Enrollment Daily Morning Peak Hour (6:45–7:45 A.M.) Afternoon Peak Hour (1:45–2:45 P.M.) PM Peak Hour (4:00–5:00 P.M.) Site Condition Capacity Trips In Out Total In Out Total In Out Total High School Trip Rates a 1.94 trips / student 0.54 trips / student (59% in, 41% out) 0.34 trips / student (38% in, 62% out) 0.15 trips / student (48% in, 52% out) Proposed School 1,600 b 3,104 510 354 864 205 342 547 115 125 240 Existing School 1,389 c 2,695 443 307 750 178 297 475 100 108 208 Net Change 211 409 67 47 114 27 45 72 15 17 32 Source: Heffron Transportation, Inc., August 2025. a. For morning and afternoon peak hours, rates derived from counts at Renton High School, May 2024; for daily and PM peak hour, rates from ITE’s Trip Generation Manual, 12th Edition, Aug. 2025. b. Planned capacity of replacement school c. Existing school capacity per 2023 Capital Facilities Plan, Renton School District. 3.2.3. Estimated Trips Generated by Uses to be Removed The proposed site expansion would result in the elimination of 30 single-family dwelling units (including 2 accessory dwelling units ADUs)), 4 duplexes, and 5 commercial buildings. Many of these were occupied at the time of traffic counts conducted for this analysis. Although it would be reasonable to adjust the future traffic forecasts to account for the removal of these uses, no reductions in traffic were made to ensure a conservative worst-case analysis of with-project conditions. The following estimates of traffic generation by eliminated uses is provided for informational purposes and for consideration in future traffic impact fee determinations. Trip generation estimates for the uses that would be removed were developed using rates and equations published in ITE’s Trip Generation Manual. The following describes the rates and equations selected and applied for each. Single-Family Detached Housing (LU 210) – This land us is described as “…any single-family detached home on an individual lot.” This use best matches the homes and ADUs that would be displaced by the project. Single-Family Attached Housing (LU 215) – This land us is described as “…attached housing includes any single-family housing unit that shares a wall with an adjoining dwelling unit, whether the walls are for living space, a vehicle garage, or storage space. This land use includes duplexes (defined as a single structure with two distinct dwelling units, typically joined side-by-side and each with at least one outside entrance) and townhouses/rowhouses (defined as a single structure with three or more distinct dwelling units, joined side-by-side in a row and each with an outside entrance).” This use best matches the duplexes that would be displaced by the project. Fast Casual Restaurant (LU 930) – This land use is described as “A fast casual restaurant is a sit-down restaurant with no (or very limited) wait staff or table service. A customer typically orders off a menu board, pays for food before it is prepared, and seats themselves. The menu generally contains higher- quality, made-to-order food items with fewer frozen or processed ingredients than at a fast-food restaurant. Most patrons eat their meal within the restaurant, but a significant portion of the restaurant sales can be carry-out orders. A fast casual restaurant may have a drive-through window or external order pickup window. A fast casual restaurant typically serves lunch and dinner; some also serve breakfast.” This best matches the El Kiosko Restaurant located at the southeast corner of the site. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 31 Coffee/Donut Shop with Drive-Through Window and No Indoor Seating (LU 938) – This land use is described as “…any coffee and donut restaurant that has only drive-through window service. A patron cannot walk into the shop and purchase items. The restaurant sells freshly brewed coffee (along with coffee-related accessories) and a variety of food/drink products such as donuts, bagels, breads, muffins, cakes, sandwiches, wraps, salads, and other hot and cold beverages.” It offers the best match for the Ladybug drive-thru espresso stand. Strip Retail Plaza (LU 822) – This land use is described as “…an integrated group of commercial establishments planned, developed, owned, and managed as a unit. Each study site in this land use has less than 40,000 square feet of gross leasable area (GLA).” This category provides the best match for the small retail strip store located along Logan Avenue S. Wholesale Market (LU 860) – This land use is described as “A wholesale market generally includes large storage and distribution areas for receiving goods and shipping these goods to places such as grocery stores and restaurants. Generally, a wholesale market has little drive-in business. Truck deliveries and pick-ups take place at all hours of the day.” This category provides the best match for the portion of the building located at 301-309 Airport Way that currently houses an art wholesale business. Automobile Parts and Service Center (LU 943) – This land use is described as providing “…a full array of on-site services for motor vehicles.” Among the available automobile service categories, this one provides the best match and conservatively lowest rates for the portion of the building located at 301-309 Airport Way that was an auto upholstery repair shop until early 2024. These rates are lower than those published for Automobile Care Center (LU 942) which is described as housing “…numerous businesses that provide automobile-related services, such as repair and servicing, stereo installation, and seat cover upholstering.” The rates and equations applied to each use that would be displaced are provided in Appendix E. Table 9 presents the trip generation estimates for the uses that would be displaced by the project. Note that these estimates do not include any trips that could be generated by the restaurant building located at 455 Airport Way nor the portion of the building located at 301-309 Airport Way that was burned. These structures could be repaired/renovated and re-opened without new traffic analyses. Therefore, this analysis reflects a conservatively low estimate of trips that could be generated by the displaced uses without the high school project. As shown, the existing uses that would be displaced are estimated to generate 1,020 trips per day, 96 morning peak hour trips, 87 afternoon peak hour trips, and 101 PM peak hour trips. Although these displaced trips were not removed from the local street network, they do support why a larger transportation study area was not evaluated since the project would reduce traffic on arterials further away from the site. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 32 Table 9. Trip Generation Estimates – Displaced Uses Number Daily Morning Peak Hour (6:45–7:45 A.M.) Afternoon Peak Hour (1:45–2:45 P.M.) b PM Peak Hour (4:00–5:00 P.M.) Displaced Uses / Size a Trips In Out Total In Out Total In Out Total Single-Family Homes 30 DUs 270 7 19 26 14 10 24 20 12 32 Duplexes 8 DUs 50 1 3 4 1 2 3 2 2 4 Restaurant 754 sf 170 1 0 1 5 5 10 6 5 11 Espresso Stand 1 lane 180 20 20 40 9 9 18 8 7 15 Retail 2,139 sf 120 4 4 8 5 5 10 7 6 13 Art Wholesale 6,739 sf 120 3 1 4 5 5 10 6 6 12 Auto Upholstery Repair 6,739 sf 110 9 4 13 5 7 12 5 9 14 Net Change 1,020 45 51 96 44 43 87 54 47 101 Source: Heffron Transportation, Inc., September 2024 using ITE’s, Trip Generation Manual, 12th Edition, Aug. 2025. a. Basis for ITE trip rates: DUs = dwelling units; sf = square feet, lane – number of drive-thru lanes. b. Trip estimates for this time period were derived using ITE’s Hourly Distribution of Entering and Exiting Vehicle Trips by Land Use from the Trip Generation Manual. No hourly distribution percentages are available for the Wholesale Market land use, so percentages for strip retail were applied. 3.2.4. Net Change in Site Trips The change in traffic generation on the overall roadway network is determined by adding new trips that would be generated by the school due to its proposed larger enrollment capacity and subtracting trips generated by the existing land uses that would be removed. Table 10 presents the estimated net change in vehicle trips for the overall roadway network. As shown, the proposed project is anticipated to result in an overall increase of 18 morning peak hour trips and overall decreases of 610 daily trips, 15 afternoon peak hour trips, and 69 PM peak hour trips. As discussed above, no reduction in traffic was assumed for the near-site traffic operations analysis in order to present a worst-case condition. Table 10. Net Change in Vehicle Trips – For Information Only Daily Morning Peak Hour (6:45–7:45 A.M.) Afternoon Peak Hour (1:45–2:45 P.M.) b PM Peak Hour (4:00–5:00 P.M.) Project Component Trips In Out Total In Out Total In Out Total Increase – Larger High School 410 67 47 114 27 45 72 15 17 32 Decrease – Removed Existing Uses -1,020 -45 -51 -96 -44 -43 -87 -54 -47 -101 Net Change -610 22 -4 18 -17 2 -15 -39 -30 -69 Source: Heffron Transportation, Inc. September 2024 using ITE’s, Trip Generation Manual, 12th Edition, Aug. 2025. It is acknowledged that, although the net change in site trips would be small and have limited to no effect on the overall City of Renton roadway network, the proposed reconfiguration of school site access, relocation of on-site parking and school bus load/unload, and the vacation of two street segments (S Tobin Street and S Tillicum Street), would change traffic patterns at and around the overall site. The near- site changes in traffic volumes and traffic patterns are presented in the following section. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 33 3.2.5. Trip Distribution and Assignment Trip distribution patterns for new school-generated trips were developed based on count data for the existing school site and surrounding study area, the proposed changes to site access and anticipated internal site circulation, vehicle load/unload and parking locations, the school’s enrollment area, and typical travel routes to and from the site. Separate project trip distribution patterns and assignments were developed for each analysis hour. The replacement project would increase the size and capacity of the on-site passenger-vehicle load / unload facility that is accessed from S 2nd Street. The larger facility is anticipated to accommodate some of automobile load / unload activity that currently occurs in the student and staff parking lots. The project would also relocate access for student parking to the west on S 2nd Street and consolidate staff parking access to new site driveway that would be the east leg of the S Tobin Street / Shattuck Avenue S intersection. General education school buses would be relocated from the site to the new curb-side load/unload zone proposed on the east side of Logan Avenue S adjacent to the school. SPED buses are expected to access and egress their load areas using the staff driveway at the S Tobin Street / Shattuck Avenue S intersection. All of the proposed changes, including the vacation of the segment of S Tobin Street between Shattuck and Logan Avenues S, would shift some trips around the site. The change to school bus loading from the existing on-site facility to the Logan Avenue S on-street facility would also change how some school buses approach the school site since all would need to arrive using southbound Logan Avenue S. All of these changes were considered in the trip distribution and assignment process. In general, these changes are expected to shift some peak hour school-generated traffic away from the S Tobin Street and Shattuck Avenue S corridors and toward the Logan Avenue S and S 2nd Street corridors. The estimated net changes in school-generated peak hour trips (see Table 8) were assigned to the roadway network using the information described above. Figure 10, Figure 11, and Figure 12 show the net school trip assignments for the morning arrival, afternoon dismissal, and commuter PM peak hours, respectively. In addition, the vacation of the S Tobin Street segment would result in a redistribution of non-school trips to alternative routes. Some of the non-school traffic that currently uses that segment of S Tobin Street may be generated by uses within the school site expansion area and may be eliminated due to the project. However, to ensure a conservative worst-case analysis, all non-school traffic on that segment was reassigned within the study area. Based on the detailed turning movements counts and 2030-without- project forecasts, the re-assignments consisted of 75 morning peak hour trips (41 eastbound and 34 westbound); 148 afternoon peak hour trips (94 eastbound and 54 westbound); and 120 PM peak hour trips (78 eastbound and 42 westbound). The trips were re-assigned to alternative routes along Airport Way, Shattuck Avenue S, Lake Avenue S, and S 2nd Street. The net changes in school-generated trips described previously were combined with the street-vacation re-assignments and the forecast-2030-without-project traffic volumes to develop estimates of with-project traffic. Figure 13, Figure 14, and Figure 15 show the forecast 2030-with-project traffic volumes for the morning, afternoon, and PM peak hours, respectively. 1 2 3 4 5 6 7 8 9 10 10 22 (-11) 9 86 3 8 14 77 7 (-15) (-12) 5 13 1 5 (-1) 4 2 3 47 44 2 2 96 5 (-1) 1 15 (-3) (-7) (-3)6 1 (-16) (-1) F 10igure Net School Trip Distribution and Assignment Morning Peak Hour 11%9%47%3% 23%40%2%9% 22% 17% 17% 5 6 15 8 22 2 6 1 27 11 11 67 IN, 47 Out Net Project TripsX Study Intersection X% X%Outbound Inbound Renton High School RENTON SCHOOL DISTRICT RENTON HIGH SCHOOL REPLACEMENT PROJECT 1 2 3 4 5 6 7 8 9 10 10 8 (-4) 9 68 (-2) 8 19 64 7 (-29) (-20) 5 7 (-2) (-4) 4 11 3 34 46 2 (-6) 86 (-5) (-2) 1 6 (-5) (-6) (-3)6 (-2) (-4) (-2) (-1) (-3) 1 F 11igure Net School Trip Distribution and Assignment Afternoon Peak Hour 9%15%40%7% 31%37%4%4% 22% 16% 15% 4 4 6 7 18 2 1 2 10 14 11 27 IN, 45 Out Net Project TripsX Study Intersection X% X%Outbound Inbound Renton High School RENTON SCHOOL DISTRICT RENTON HIGH SCHOOL REPLACEMENT PROJECT 1 2 3 4 5 6 7 8 9 10 10 9 (-7) 9 (-1) 8 4 (-4) 7 2 5 3 1 4 13 3 5 7 2 12 1 1 2 (-1) (-2) (-1)6 63 (-7) (-2) 6 (-6) F 12igure Net School Trip Distribution and Assignment PM Peak Hour 18%20%41%27% 18%20%5%7% 13% 18% 13% 3 3 2 3 7 4 1 1 3 3 2 15 IN, 17 Out Net Project TripsX Study Intersection X% X%Outbound Inbound Renton High School RENTON SCHOOL DISTRICT RENTON HIGH SCHOOL REPLACEMENT PROJECT 1 2 3 4 5 6 7 8 9 10GED H H 10 9 8 7 6 5 4 3 2 1 G E D 15 52425 15 0 0 18 2 70 14 7 91 17 551 181 26 647 152 60 9 1, 2 6 7 324 262 0 25 7 3 0 0 0 2 33 4 0 0 0 21 14 46 15 14 0 15 10 14 7 26 9 13 26 10 3 36 9 14 3 50 7 33 1, 3 1 4 32 75 7 59 193 1,570 27 2 87 6 12 9 31 1,735 19 194 12 33 811 20 9 25 4 31 4 38 720 16 73 8 45 2 25 8 174 381 244 33 686 115 27 1 530 530 294 Figure 13 Forecast-2030-With-Project Traffic Volumes Morning Peak Hour Traffic Volume KEY X Study Intersection Site Driveway Intersection Ra i n i e r A v e n u e S Ra i n i e r A v e n u e S Ra i n i e r A v e n u e S La k e A v e n u e S La k e A v e n u e S La k e A v e n u e S Lo g a n A v e n u e S Lo g a n A v e n u e S Lo g a n A v e n u e S Sh a t t u c k A v e n u e S Sh a t t u c k A v e n u e S Sh a t t u c k A v e n u e S Airport WayAirport WayAirport Way S Tillicum StreetS Tillicum StreetS Tillicum Street S Tobin StreetS Tobin StreetS Tobin Street S 2nd StreetS 2nd StreetS 2nd Street Renton High School NNN RENTON SCHOOL DISTRICT RENTON HIGH SCHOOL REPLACEMENT PROJECT 1 2 3 4 5 6 7 8 9 10GED H H 10 9 8 7 6 5 4 3 2 1 G E D 35 1518 4 17 14 0 0 19 5 30 7 12 0 45 53 544 188 19 1 751 135 1, 2 4 0 1, 2 8 1 460 332 0 49 6 14 0 0 0 3 30 4 0 3 0 47 13 8 9 7 102 0 22 24 67 15 42 47 10 43 92 40 95 37 7 1, 0 6 8 52 1, 5 8 6 81 1, 3 8 8 20 3 210 1,935 23 1 84 38 10 10 5 2 1,904 65 88 12 28 68 1,377 31 35 47 8 43 3 75 708 37 77 4 46 2 32 0 523 567 272 14 1 738 51 11 3 676 676 108 Figure 14 Forecast-2030-With-Project Traffic Volumes Afternoon Peak Hour Traffic Volume KEY X Study Intersection Site Driveway Intersection Ra i n i e r A v e n u e S Ra i n i e r A v e n u e S Ra i n i e r A v e n u e S La k e A v e n u e S La k e A v e n u e S La k e A v e n u e S Lo g a n A v e n u e S Lo g a n A v e n u e S Lo g a n A v e n u e S Sh a t t u c k A v e n u e S Sh a t t u c k A v e n u e S Sh a t t u c k A v e n u e S Airport WayAirport WayAirport Way S Tillicum StreetS Tillicum StreetS Tillicum Street S Tobin StreetS Tobin StreetS Tobin Street S 2nd StreetS 2nd StreetS 2nd Street Renton High School NNN RENTON SCHOOL DISTRICT RENTON HIGH SCHOOL REPLACEMENT PROJECT 1 2 3 4 5 6 7 8 9 10GED H H 10 9 8 7 6 5 4 3 2 1 G E D 20 5 61 581 154 695 88 427 308 8 0 2 2 0 29 9 71 2 10 32 48 6 14 14 0 40 219 1,8076 1,876 10 20 1,265 23 68 765 26 344 649 336 682 54 709 709 35 F 15igure Forecast-2030-With-Project Traffic Volumes PM Peak Hour Traffic VolumeX Study Intersection Site Driveway Intersection Renton High School RENTON SCHOOL DISTRICT RENTON HIGH SCHOOL REPLACEMENT PROJECT Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 40 3.3. Traffic Operations Intersection levels of service for future with-project conditions were evaluated using the same method- ology described in Section 2.3. The analyses account for the changes school-bus load/unload locations and travel routes with corresponding adjustments to the heavy-vehicle percentages on affected movements. The analyses also account for peaking characteristics of school traffic (using observed lower peak hour factors for site driveways) and the potential for increased pedestrian activity (increases proportionally based on added enrollment). Table 11 shows the results of the operational analysis; the results for without-project conditions are shown for comparison. The table shows that the proposed replacement school project—which would increase school-related traffic, change school access locations, and change local travel patterns with street vacations—could modestly increase the vehicle delay at the study-area intersections. However, all five signalized study- area intersections are forecast to remain operating at LOS E or better with the project during all three analysis peak hours, with changes in delay ranging from a reduction of 1.3 seconds to an increase of 9.1 seconds. The unsignalized intersections are forecast to remain operating at LOS A overall with all movements at LOS D or better during all three peak hours. With the site access reconfiguration, operations in some areas are forecast to improve. For example, the S Tobin Street vacation and the planned closure of the access on Logan Avenue S during peak hours, would noticeably improve operations for the westbound approach (east leg) as well as the overall intersections. Based on these results, the project would not result in significant adverse impacts to study-area traffic operations. In order to define the extent and components of frontage improvements that will be required along Shattuck Avenue S, the City of Renton requested review of operations and queuing at the Airport Way / Shattuck Avenue S intersection. As shown in Table 11, that intersection is forecast to operate at LOS C or better during all three analysis peak hours in 2030 with the school replacement project with no changes to the existing intersection channelization or capacity. The 95th-percentile queues (queues that would be exceeded for only 5% of the entire peak hour) for the northbound single-lane approach are forecast to range from 53 feet (about 2 vehicles) in the morning peak hour, to 146 feet (about 6 vehicles) in the afternoon peak hour. During the PM peak hour, the 95th-percentile queue is forecast at 95 feet (about 4 vehicles). These results do not indicate the need for additional turn-lane channelization or other improvements to address operational or queuing conditions caused by the proposed project. The level-of-service calculation sheets are provided in Appendix D Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 41 Table 11. Level of Service Summary – Forecast 2030 Conditions Without- and With-Project Morning Peak Hour Afternoon Peak Hour PM Peak Hour ID# Intersections W/O Project W / Project W/O Project W / Project W/O Project W / Project Signalized LOS 1 Delay 2 LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay 1 Rainier Ave S / Airport Way E 60.2 E 69.3 E 72.8 E 78.1 E 72.6 E 73.2 2 Shattuck Ave S / Airport Way B 12.3 B 11.0 C 22.5 C 26.6 B 14.2 B 15.7 3 Logan Ave S / Airport Way B 15.0 B 14.8 B 15.4 B 16.2 B 13.4 B 14.2 8 Rainier Ave S / S 2nd St B 13.3 B 13.6 B 14.9 B 14.9 B 14.4 B 14.5 10 Logan Ave S / S 2nd St A 9.5 B 10.2 A 9.8 B 10.1 A 9.0 A 9.1 All-Way-Stop Controlled LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay 6 Shattuck Ave S / S Tobin St A 8.0 A 7.8 A 8.6 A 9.1 A 7.6 A 7.4 One- or Two-Way Stop LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay 4 Rainier Ave S / S Tobin St A 0.2 A 0.3 A 0.4 A 0.6 A 0.2 A 0.3 Westbound Approach B 14.7 C 15.7 C 19.3 C 22.3 C 15.8 C 16.3 5 Lake Ave S / S Tobin St A 7.6 A 8.5 A 9.3 B 11.1 A 6.1 A 7.0 Northbound Approach B 10.4 B 11.2 B 14.1 C 17.7 B 10.6 B 11.0 Eastbound Left Turn A 7.4 A 7.4 A 7.3 A 7.3 A 7.3 A 7.3 Westbound Left Turn A 7.3 A 7.3 A 7.6 A 7.7 A 7.4 A 7.4 Southbound Approach A 9.5 A 9.9 B 13.9 C 15.0 B 10.0 A 10.0 7 Logan Ave S / S Tobin St A 2.3 A 0.5 A 6.2 A 0.7 A 3.1 A 1.2 Northbound Left Turn A 8.1 A 0.0 A 8.7 A 0.0 A 8.0 A 0.0 Eastbound Approach C 16.0 A 0.0 D 34.1 A 0.0 B 12.5 B 11.6 Westbound Approach B 13.2 B 11.4 B 14.3 B 12.7 B 10.2 B 10.2 Southbound Left Turn A 8.3 A 8.3 A 8.4 A 8.5 A 7.8 A 7.9 9 S 2nd St / Lake Ave S A 0.4 A 0.5 A 3.7 A 4.4 A 1.1 A 1.1 Southbound Approach B 13.0 B 14.0 C 20.7 C 24.8 B 13.2 B 13.4 A Service Dwy / S Tobin St A 0.4 n/a 3 A 0.6 n/a 3 A 1.4 n/a 3 Northbound Approach B 10.9 A 9.4 A 9.2 Eastbound Left Turn A 7.5 A 7.9 A 7.4 B Logan Ave S / Bus Dwy A 0.8 n/a 3 A 1.1 n/a 3 A 0.0 n/a 3 Northbound Left Turn A 9.0 A 8.8 A 0.0 Eastbound Approach C 19.1 D 27.6 A 0.0 C S 2nd St / East Lot Dwy A 0.8 n/a 3 A 4.6 n/a 3 A 0.8 n/a 3 Southbound Approach B 12.6 C 18.6 B 11.6 E S 2nd St / Drop Off Exit A 3.7 A 6.5 A 1.3 A 3.3 A 0.4 A 0.7 Southbound Approach B 12.6 C 16.9 B 12.0 B 13.5 B 11.1 B 11.5 F S 2nd St / West Lot Dwy A 0.7 n/a 3 A 0.9 n/a 3 A 0.5 n/a 3 Southbound Approach B 11.5 B 12.4 B 11.3 G S 2nd St / New West Lot Dwy n/a 3 A 0.8 n/a 3 A 5.8 n/a 3 A 1.0 Southbound Approach B 12.4 C 20.4 B 12.1 H Lake Ave S / West Lot Dwy n/a 3 A 2.1 n/a 3 A 2.7 n/a 3 A 1.8 Westbound Approach A 9.8 B 11.0 A 9.4 Southbound Left Turn A 7.7 A 7.7 A 7.5 Source: Heffron Transportation, Inc., July 2025. 1. Level of service. 2. Average seconds of delay per vehicle. 3. n/a = Not applicable; driveway does not exist with this condition. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 42 3.3.1. Impacts of Street Vacations The vacation of S Tillicum Street between Shattuck and Logan Avenues S would have negligible effects on the surrounding roadways. The small number of trips that were observed using that roadway segment (fewer than five trips per hour) was most likely associated with the adjacent land uses and would be eliminated with the demolition and removal of those uses due to the site expansion. Similarly, the vacation of S Tobin Street between Shattuck and Logan Avenues S would have minimal effects on the surrounding roadways. As described previously in Section 3.2.5, the 2030-with-project traffic forecast and operations analyses accounted for the re-assignment of non-school trips (estimated at about 1,075 trips per day) that would otherwise use the vacated roadway segment. The non-school peak hour trips on that street (75 morning trips, 148 afternoon trips, and 120 PM peak hour trips) were re-assigned to alternative routes along Airport Way and S 2nd Street. It is noted that although some of those trips are also likely associated with the adjacent land uses and would be eliminated with the demolition and removal of those uses, they were assumed to remain and be re-distributed in the area. Over the three analysis peak hours, the re-assigned S Tobin Street trips represent between 2% and 3.8% of the total traffic on Airport Way and between 1% and 1.6% on S 2nd Street. As demonstrated by the operational analysis results presented in Table 11, these re-assigned trips would not result in significant adverse impacts. The vacations are not anticipated to adversely impact emergency vehicle access. With the site expansion, the existing uses on properties in the expansion area would be eliminated and emergency vehicle access within and throughout the RHS campus would be provided. In addition, with the elimination of the segment of S Tobin Street between Shattuck Avenue S and Logan Avenue S, several alternative east-west emergency access routes would be retained including Airport Way (between Logan and Rainier Avenues S), S Tobin Street (between Shattuck and Rainier Avenues S), and S 2nd and 3rd Streets (between Logan and Rainier Avenues S). The District and design team have been coordinating with the City of Renton and the Renton Regional Fire Authority Fire Marshall25 to ensure emergency access is maintained. 3.3.2. Vehicular Site Access, Circulation, and Queuing As shown previously in Table 11, all of the site access driveways are forecast to operate at LOS A overall with all movements operating at LOS C or better. Future-with-project on-site queuing capacity and estimated demand was also evaluated. As described previously in Section 2.3.2, the existing automobile drop-off/pick-up loop is about 310 feet long and accommodates about 11 vehicles. With the proposed school replacement project, the drop-off/pick-up loop would be extended to about 815 feet in length and is expected to accommodate 30 or more vehicles. In the mornings, student drop-off activity at RHS was observed to occur with limited queues or delay. This is because arrivals tend to be spread out over the 25 to 35 minutes before school start time, and during this period, family drivers generally arrive, drop off students, and then immediately leave the site. In the afternoons, many drivers arrive early and wait in the queue lane(s) or parking stalls for the students to be dismissed, and longer vehicle queues can develop. The morning arrival queue can be modeled directly using Poisson arrival methodologies for a multi- channel service system (i.e., the number of drop-off stalls that can be used simultaneously). Assumptions documented from service time and queuing data collection at Pacific-Cascade Middle School in Issaquah, WA.26 These observations of 120 morning-unloading maneuvers over three consecutive days found an average of about 33 seconds for students to exit vehicles before the vehicle began egressing the site. This equates to a service rate for each drop-off space of 1.82 vehicles per minute (36.4 vehicles in 20 minutes or a rate of 109 vehicles per hour). Counts performed at RHS found arriving student trips in the morning 25 AHBL meeting with Renton Fire Marshall, February 26, 2025. 26 Heffron Transportation, Inc., 3-day video observations at Pacific-Cascade Middle School, Issaquah, WA, June 20129. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 43 somewhat compressed with about 64% of peak hour trips occurring in 30 minutes and about 34% occurring in the peak 15 minutes. The forecast morning peak hour arrival volume at the drop-off-loop entry is estimated at 294 vehicles expected to be family drivers bringing students to school and using the load/unload area. Drop-off traffic during the peak 15-minute period was estimated at four times the peak 15-minute component of this value, which is equivalent to about 400 vehicles per hour (34% × 308 × 4). Students that are driven to the site by family members are expected to be dropped off within the expanded load/unload loop. The proposed curb-side load zone is about 815-feet long with room for between 30 and 36 vehicles to load/unload simultaneously. In addition to the load/unload stalls, the loop would have 22 parallel parking stalls, some of which could also be used for load/unload activity. To provide an analysis of potential worst-case conditions, only 10 stalls were evaluated to estimate both the average and 95th- percentile queues for the drop-off area closest to the building. Table 12 presents the estimated queues for the assumed drop-off stalls at the school during the morning arrival with the school at full enrollment up to 1,600 students. As shown, the estimated morning arrival queues (average of 4 vehicles and 95th-percentile of 7 vehicles) are expected be accommodated without extending onto S 2nd Street. Even with the increased enrollment capacity, the proposed expanded load/unload loop would substantially improve queuing conditions. The queue model calculation results are provided in Appendix F. Table 12. Estimated Morning Arrival Vehicle Queues Vehicles Served Simultaneously Average Queue 95th Percentile Queue Exceeds On-Site Vehicle Capacity? 10 vehicles 4 vehicles 7 vehicles No Source: Heffron Transportation, Inc., July 2025, using service rates derived from 3-day video observations of arrivals at Pacific-Cascade Middle School, Issaquah, WA, June 2019. Although the queue analysis and estimation model are reasonable for application to morning arrival queues, afternoon queuing conditions are different. Family drivers typically arrive prior to school dismissal during a time when no vehicles are being loaded (or serviced). In addition, students arrive at vehicles at different rates, so service times per vehicle are different than during morning arrival. The proposed vehicle load/unload loop and queuing area would provide a total of 815 linear feet of stacking (about 36 vehicles) before queues could extend onto S 2nd Street. If this area were to fill in the afternoon, family drivers could divert to load students from the student/visitor parking lot. Since the load/unload areas and internal site drives would provide a substantial increase in combined capacity compared to the exiting school, queuing conditions are anticipated improve with the proposed school replacement project. It is acknowledged that some fluctuation in volumes and queuing activities is common as they can be affected by weather, special events, and unfamiliarity with drop-off/pick-up procedures at the beginning of each school year. 3.4. Parking Supply and Demand 3.4.1. Proposed Supply and Code Requirements The proposal includes on-site parking for a total of 524 automobiles in four separate lots plus five maintenance stalls and four SPED bus load/unload stalls. Of those 481 (including the five maintenance stalls) would be provided for typical school day use. A staff parking area with 179 regular stalls is proposed to the west and north of the school building; a student and visitor lot with 275 stalls is proposed at the southwest portion of the site; and 22 visitor stalls are proposed along the south side of the passenger vehicle load/unload loop. At the northwest corner of the site near the ball fields, a hard-surface area would be Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 44 overlaid with parking for 48 vehicles that could be used for event parking or after-hours use when not used as play areas for the school. In addition, four SPED bus load/unload stalls could be used for after-hours parking. With the frontage improvements along the west side of Logan Avenue S, the new school-bus load/unload zone would have room for about 21 full-size (40 foot) school buses. That space would be restricted to school buses only during the morning arrival and afternoon dismissal periods, but would be available for general parking (estimated at up to 47 vehicles) during other times of the day (including evenings for events). The school-day on-site parking supply of 481 stalls (including five maintenance stalls) would represent a —a 69% increase in parking supply compared to the existing school; for event conditions, on- site parking (totaling 524 stalls) would be over 80% more than existing conditions. The Renton Municipal Code (RMC) §4-4-080.F.10.e outlines the parking requirements for a variety of land uses, including high schools and theaters (such the IPAC). The City requires a minimum and maximum of 1 parking stall per employee plus 1 stall for every 10 students. For the IPAC, the City requires a minimum and maximum of 1 stalls for every 4 fixed seats or 10 per 1,000 square feet of floor area of main auditorium or of principal place of assembly not containing fixed seats, whichever is greater. The proposed replacement school is expected to have up to 120 full-time employees and 30 part-time employees and capacity for up to 1,600 students. Based on these values, the City would require a minimum of 310 parking stalls (150 + (1,600 ÷ 10)) for the replacement high school plus 138 stalls for the IPAC (551 seats ÷ 4) that would remain on the site. The nutritional services and warehouse functions planned for the 1930s building would have no minimum parking requirement in the CD District, but would have a parking maximum of 1 space per 1,000 sf (76 stalls). The combined parking requirement would be 448 to 524 stalls and the project is expected to meet the code requirements.27 Bicycle parking requirements are outlined in RMC §4-4-080.F.11.a, which states that “The number of bicycle parking spaces shall be equal to ten percent (10%) of the number of required off-street vehicle parking spaces.” Based on this requirement, a total of 48 bicycle parking stalls would be required. 3.4.2. Typical School-Day Demand As described previously in Section 2.4, a site-specific school-day parking demand rate was derived from three days of parking counts and observations. A rate of 0.185 parked vehicles per student reflected the highest observed school-day demand, and accounts for vehicles parked by students, staff, and visitors. At that rate and assuming full enrollment to 1,600 students, school-day parking demand is estimated at 296 vehicles. The project proposes 481 parking stalls (including five maintenance stalls) that would be available during typical school days, which would meet the estimated demand. 3.4.3. Large-Event Parking Many outdoor athletic activities (practices and games) now occur off-site, primarily at the Renton Memorial Stadium. With the proposed school replacement and site expansion, outdoor athletics fields would be added. New synthetic-turf baseball and softball fields would be added along with synthetic turf multi-purpose fields and a natural grass field at the western side of the site. These new facilities would allow some new school athletic activities to occur on site including: Girls’ soccer (fall) and boys’ soccer (spring) games for sub-varsity levels one or two times per week during each season; Football (fall) practice and possibly sub-varsity games one to two times per week; Cross country (fall) practices; 27 Parking code analysis provided by AHBL, September 2025. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 45 Baseball games (varsity, junior varsity, C-Team) could be held on site one or two times each week during each season; and Fastpitch softball (varsity and junior varsity) could be held on site one or two times each week during each season. Cross country meets, varsity football games, track-and-field meets, and varsity soccer games will continue to be held off-site. The IPAC would continue to host the same types of events with similar frequency and attendance levels. The project would add a new black box theater with seating capacity of approximately 125. It is expected to be used by the school for small performances three to four times per year and may be used by outside community groups more frequently—two to four times per month. Overall, the project would allow the same types of events to occur with similar attendance levels. However, some new activities would generate new parking demand at the site. Most of the new activities would draw relatively small levels of attendance—soccer games, sub-varsity football games, baseball and fastpitch softball games, and performances in the black box theater—ranging from 50 to 150 persons. This size of event already regularly occurs at the site and parking demand is accommodated by the on-site supply. The proposal would substantially increase the on-site parking supply from 285 to 481 parking stalls (including five maintenance stalls), an increase of about 200 stalls. The added parking supply is anticipated to accommodate the increased level of demand from the new event-related activity. 3.4.4. Recreational- and Community-Based Athletics Parking The site is also expected to continue to be used for non-scholastic recreational and community-based events such as youth and adult sports on the athletic facilities and in the gymnasium, as well as meetings within assembly spaces. With the project, the site would retain four outdoor athletic fields; however, the surfaces would be upgraded and would likely be more attractive to recreational- and non-scholastic user groups than the existing fields. The potential peak parking demand for these activities would be essentially unchanged, but with the upgrade facilities may occur more frequently. Since the activities would still occur at times when they are not needed by the school, the increased parking supply is expected to accommodate increased frequency of these types of activities. 3.5. Traffic Safety The project could increase traffic at the study-area intersections and statistically, the number of collisions could increase as traffic increases. However, the collision data provided for the study area did not indicate any unusual school-related collision patterns that would impact or be impacted by the proposed project. The project would reduce the number of vehicular driveways (from nine to six) serving the site and one of those six driveways (on Logan Avenue S) would be closed during peak arrival and dismissal periods. The proposed on-site automobile load/unload loop would be extended (about three times longer than existing) and would allow more vehicle queuing storage on site. This would reduce the potential for queue overspill to 2nd Avenue S. In addition, the elimination of the easternmost access driveway (that currently serves the student parking lot) would reduce or eliminate queues extending to the Logan Avenue S intersection as was observed and described previously in Section 2.3.2. The proposed project would also make a number of walkway and crosswalk improvements along roadways and at intersections that are expected to enhance safety conditions in the site vicinity. The project is not anticipated to cause significant adverse impacts to safety conditions in the study area. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 46 3.6. Transit Facilities and Service New transit trips are expected to be generated by students, teachers, and staff at the site. The increased enrollment could generate additional trips on Metro and Sound Transit, particularly since transit rides are free for all students. The nearest stops are located immediately west of the school on S 2nd Street and at the existing Renton Transit Center just southeast of the S 2nd Street / Logan Avenue S intersections. Some shift in school-generated transit activity is likely to occur when the new South Renton Transit Center opens at the northeast corner of the S Grady Way / Rainier Avenue S intersection. Some student and staff trips may require trips on connector routes to reach the station. However, the proposed school replacement project is not anticipated to cause new adverse impacts to transit facilities or service. It is noted that while some shifts from auto to transit modes could occur, no reduction in auto trips was assumed for the trip generation estimate to provide a conservative analysis for area traffic operations. 3.7. Non-Motorized Facilities RHS, with its proposed increased enrollment capacity, is expected to generate more pedestrian trips within the site vicinity than the existing school. It is anticipated that the largest increases in pedestrian activity would occur along S 2nd Street and Logan Avenue S adjacent to the school. There may also be increases in bicycle trips within the site vicinity; however, current bicycle activity is minimal. The potential additional pedestrian bicycle and activity was accounted for in the off-site and driveway operations analysis. The site frontages already have sidewalks and marked crosswalks along primary school walking routes. The District is coordinating with the City of Renton to include sidewalk and other non-motorized improvements required as part of the permitting process. Improvements to sidewalks and curb ramps are anticipated to bring those facilities up to current design and accessibility standards. On site, the project would provide the code-required 48 bicycle parking spaces, which would be an increase compared to current conditions, and is expected to accommodate the level of demand for the expanded school. The project is not expected to result in adverse impacts to non-motorized facilities. 3.8. Short-Term Construction Impacts Construction is planned to start in summer 2026 and be completed in three major phases by fall 2029. The school will remain open and operating at the site for the duration of construction. Enrollment and staffing during construction is expected to remain similar to the recent (2023-24 and 2024-25) school years with 1,200 to 1,250 students and 130 employees. Overall traffic operational conditions for the site vicinity are expected to be similar or better than the existing conditions evaluated in this report due to the removal of traffic-generating uses from the site expansion areas. The construction of the project would also generate employee, equipment, and material-delivery trips to and from the site. It is anticipated that construction workers would arrive at the construction site before the morning peak traffic period on local area streets and depart the site prior to the PM peak period; construction work shifts for schools are usually from 7:00 A.M. to 3:30 P.M., with workers arriving between 6:30 and 6:45 A.M. but work not starting until 7:00 A.M. For all phases, transport of demolition debris, earthwork, and delivery of construction materials would be restricted during the morning arrival and afternoon dismissal periods for the school to avoid conflicts. The number of workers at the project site at any one time would vary depending upon the construction element being implemented. A construction phasing plan has been developed by Skanska (the District’s construction contractor) and is provided in Appendix G. The following describes the transportation conditions expected with each of the three major phases. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 47 3.8.1. Phase 1 Schedule and Elements to be Completed Phase 1 would begin in July 2026 with construction of the new southwest parking lot, the expanded automobile load/unload loop along S 2nd Street, new building site utilities, and demolition of the auxiliary locker room. Phase 1 is planned to be complete by mid-September 2026. Access and Circulation This phase would begin with construction of the extended automobile load/unload zone with completion expected prior to start of school on September 1, 2026. During this phase, school bus load/unload would remain in the existing bus loop with access/egress from Logan Avenue S. Access for service/load functions for the school and the warehouse/nutritional services function would remain at the north using the vacated segment of S Tobin Street. Most of the Phase 1 construction would be completed during summer (before the school year start). Traffic operations are generally expected to be similar to or better than existing conditions with some staff trips relocated to temporary parking at the northern part of the site. Construction deliveries and transport trucks for demolition debris and earthwork are expected to arrive from Logan Avenue S, travel along the vacated segment of S Tobin Street, and depart the site via the new driveway on Lake Avenue S. The volume of earthwork and demolition material transport for Phase 1 is estimated at about 500 dump truck loads. Compressed to about two weeks, it would relate to about 50 truckloads per day and about 6 truckloads per hour over a typical eight-hour work day. Phase 1 construction traffic is not expected to adversely impact the surrounding roadway network. Parking Automobile parking for staff, students, and visitors would occur in the existing student parking lot (157 stalls) on the east side of the school. The existing paved lots located in the north site expansion area (estimated at about 100 stalls) between S Tobin Street and Airport Way would be available for staff parking from the beginning of the school year in early September to the completion of Phase 1, which is expected by the third week of September. A total of about 257 parking stalls would be provided for school use during this Phase 1 construction period, which is expected to accommodate typical school-day demand. In addition, parking for construction employees would be provided in the north fields area at the southwest corner of the site expansion area (across the vacated segment of S Tobin Street near Shattuck Avenue S). The vacations of S Tobin Street and S Tillicum Street are expected to be complete for Phase 1 so that non-school traffic would be removed and walking access with minimal conflicts could be provided between the temporary north parking areas and the school site. Some temporary school-generated or construction-employee parking demand could occur on the vacated segment of S Tobin Street or in other public on-street parking areas such as along S Tobin Street. Due to limited school-day parking supply, outside-user-group scheduling of the IPAC would be restricted during school hours until completion of Phase 1. On-site parking supply may be limited for large events at the school or at IPAC. If and when this is expected to occur, the District would explore options for shared parking at the nearby City Center Parking Garage. 3.8.2. Phase 2 Schedule and Elements to be Completed Phase 2 would begin in September 2026 upon completion of the new southwest parking lot and automobile load/unload area in Phase 1 and extend to October 2028. Phase 2 would construct the new Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 48 high school building over two years with completion anticipated by late July 2028. This phase would also include construction of the frontage improvements along Logan Avenue S and at the S 2nd Street / Logan Avenue S intersection between July and late August 2028. The new northern softball and baseball fields as well as adjacent on-site parking would be constructed in this phase between March and October 2028. Access and Circulation During this phase, school bus load/unload would be temporarily relocated to the west side of the existing school building with access and egress to and from the north at the S Tobin Street / Shattuck Avenue S intersection. Access for service/load functions for the school and the warehouse/nutritional services would remain at the north using the same driveway as school buses. Automobile load/unload would occur within the expanded load/unload area on the north side of S 2nd Street expanded in Phase 1. During Phase 2, the expanded automobile load/unload area would provide more on-site storage for school-generated traffic. In addition, access to the large southwest parking lot would be at the west end of the site on S 2nd Street, while the existing eastern access near Logan Avenue S would be removed. Both changes are expected to improve operations and reduce school traffic impacts along S 2nd Street. In addition, school bus trips and access would be separated from staff and student traffic. Construction deliveries and transport trucks for demolition debris and earthwork are expected to arrive from Logan Avenue S, travel along the vacated segment of S Tobin Street, and depart the site via the new access at the S Tobin Street / Shattuck Avenue S intersection (east leg). Some may also access and egress directly on Logan Avenue S. Delivery traffic from S 2nd Street would be limited to essential materials (such as steel, façade materials, sidewalk, concrete, and paving). The volume of earthwork and demolition material transport for Phase 2 is estimated at about 750 dump truck loads. The majority of these trips (550) would occur at the beginning of Phase 2 for clearing and grading of the main building pad over about five weeks. This would result in about 30 truckloads per day and about 4 per hour on a typical eight-hour work day. The remaining 200 truck trips would be for the north sports fields occurring over about two weeks. This would result in about 20 truckloads per day and about 2 to 3 per hour on a typical eight-hour work day. Delivery of building materials is estimated to require about 170 trucks and would be spread out over most of the two-year Phase 2 construction period. The Phase 2 construction truck traffic is not expected to adversely impact the surrounding roadway network. Parking Automobile parking for staff, students, and visitors would occur in the new southwest parking lot (275 stalls) and some staff and visitor parking could occur in the automobile load/unload area (22 stalls). A total of 297 parking stalls would be provided for school use during this Phase 2 construction period. This exceeds the school’s current parking supply and is expected to accommodate typical school day demand. In addition, parking for about 100 construction employee vehicles would be provided within the Phase 2 construction fencing in the middle and northeastern portions of the site. 3.8.3. Phase 3 Schedule and Elements to be Completed Phase 3 would begin in August 2028 with demolition of the existing school buildings and gymnasium. This demolition is expected to be complete by mid to late October. Construction of the new west track and field facility would begin in mid-September 2028 with completion anticipated by March 2029. Simultaneously, work would occur on the 1930s building renovation as well as minor improvements to the IPAC, which is expected to be complete by the end of May 2029. Construction of the new service/loading facility and employee parking area in the central portion of the site would occur from October 2028 through mid-October 2029. The RSD nutritional services function would be relocated to the Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 49 1930s building at the end of May 2029 and the existing nutritional services building would be demolished. Finally, the remaining sports fields would be completed from late May to late August 2029. Access and Circulation Automobile load/unload would remain within the expanded load/unload area on the north side of S 2nd Street completed in Phase 1. New parking at the north portion of the site would be available for staff and visitors with access via the new driveway at the S Tobin Street / Shattuck Avenue S intersection. During this phase, school bus load/unload would be located at the permanent on-street location along the west side of Logan Avenue S. Access for service/delivery functions for the school and the warehouse / nutritional services function would remain at the north using the same driveway as school buses until renovation of the 1930s building is completed. Demolition of existing food service building is Phase 3C which is depicted on the overall phasing plan. During Phase 3, the expanded automobile load/unload areas to the north would remove some staff and visitor trips from the access points on S 2nd Street. The new school-bus load zone would be complete and would remove bus trips from the north side of the site. These changes are expected to improve operations and reduce school traffic impacts surrounding the site. Construction deliveries and transport trucks for demolition debris and earthwork are expected to arrive and depart using the new access at the S Tobin Street / Shattuck Avenue S intersections (east leg). The volume of demolition material transport for Phase 3 is estimated at about 600 large demolition truck loads over about eight weeks and would relate to about 15 trucks per day and about 2 trucks per hour over a typical eight-hour work day. The Phase 3 construction truck traffic is not expected to adversely impact the surrounding roadway network. Parking Automobile parking for staff, students, and visitors would occur in the new southwest parking lot (275 stalls); in the automobile load/unload area (22 stalls), and in the completed northern parking areas (91 stalls). A total of 388 parking stalls would be provided for school use during this Phase 3 construction period. This exceeds the school’s current parking supply and is expected to accommodate typical school day demand. In addition, parking for about 40 construction employee vehicles (crew size reduced due to limited scope of work) would be provided within the Phase 3 construction fencing in the central portion of the site. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 50 4. MITIGATION AND RECOMMENDATIONS 4.1. Transportation Impact Fees The City collects transportation impact fees and has outlined fee rates for a variety of uses in the 2025- 2026 City of Renton Fee Schedule. However, the fee schedule does not include a rate for high schools. For uses not listed, the City allows for an independent transportation mitigation fee calculation as stated in RMC 4-1-190.H: “1. Calculations by City: If, in the judgment of the Administrator, none of the fee categories or fee amounts set forth in the Fee Schedule accurately describe or capture the impacts of a new development on public facilities, the Department may conduct independent fee calculations and the Administrator may impose alternative fees on a specific development based on those calculations. The alternative fees and the calculations shall be set forth in writing and shall be mailed to the feepayer. 2. Calculations by Feepayer: A feepayer may opt not to have the impact fees determined according to the fee structure in the Fee Schedule, in which case the feepayer shall prepare and submit to the Ad- ministrator, the RRFA, or school district, as applicable, an independent fee calculation for the de- velopment activity for which a building permit is being sought. The documentation submitted shall show the basis upon which the independent fee calculation was made. An independent fee calculation shall use the same methodology used to establish impact fees and for transportation, parks, fire, and school impact fees; they shall be limited to adjustments in trip generation rates and lengths for transportation impact fees, persons per dwelling unit for park impact fees, and fire incident rates for fire impact fees.” Based on data and the methodology presented in Appendix A of the City’s Rate Study for Impact Fees for Transportation,28 the published ITE trip rate (0.14 trips per student) should be multiplied by an average vehicle occupancy (AVO) rate of 1.353 and then divided by a motorized mode share rate of 74.2%. Next, a factor reflecting the percentage of new trips should be applied. Since the City’s 2016 Rate Study does not include a new-trip percentage for the high school land use, the new-trip percentage for high schools previously published in the City’s 2011 Rate Study (80%) was applied. Then, the resulting new-person- trip-ends rate should be multiplied by 83.3%, which is the percent of person trips in vehicles in Renton (the Rate Study notes that the other 16.7% of trips occurs by other modes). This methodology results in a rate of 0.18-vehicle-new-person-trip-ends per-student, as shown below. ITE’s High School PM Peak Hour Trip Rate × AVO ÷ % Motorized × % New Trips = New Person Trip Ends × Renton Person Trips in Vehicles = Vehicle New Person Trip Ends 0.15 trips / student × 1.353 ÷ 74.20% × 80% = 0.22 × 83.3% = 0.18 trips / student As presented previously in Table 8, the RHS Replacement and Site Expansion Project is forecast to generate 32 net new PM peak hour vehicle trips. The City’s impact fee methodology estimates that the project would generate about 38 net new person trip ends by vehicle. The estimated new person trips by vehicle are then multiplied by the impact fee rate in place at the time of building permit issuance. 28 Henderson Young & Company, July 5, 2016. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 51 The current (2025-26) fee rate is $8,031.94 per new PM peak hour person vehicle trip. The fee schedule Note #4 states that all uses within the Center Downtown (CD) Zone, which includes the RHS site, shall be reduced to 20% of the assessed transportation impact fee. Therefore, if current rates are applied, the transportation impact fee calculation should be as follows: 0.18 PM peak veh. new person trips per student × 211 new students × $8,031.94 per new PM peak hour person vehicle trip × 20% = $61,010.62 However, as described previously, as part of the site expansion, the project would remove the many existing uses from the site (a change of use for those parcels) and the City, pursuant to RMC 4-1-190.G.3, allows for credit against the fee for removed uses. The estimated credit for the uses that would be removed is presented in Table 13. As shown, credit for removal of all existing uses totals over $600,000, more than the fee for the replacement school. Therefore, there should be no net fee due for the proposed school project. Table 13. Transportation Impact Fee Credit Estimate for Existing Site Uses to be Removed Types of Uses (ITE LU Code) Size / # of Units Fee Rate a Fee Credit Amount Single-Family Homes (LU 210) in CD Zone 15 DUs $2,297.13 / DU ($34,457) Single-Family Homes (LU 210) 15 DUs $11,485.67 / DU ($172,285) Duplexes (LU 215) in CD Zone 2 Dus $1,397.56 / DU ($2,795) Duplexes (LU 215) 6 DUs $6,987.79 / DU ($41,927) Restaurant (LU 930) in CD Zone 754 sf $19.95 / sf b ($15,042) Espresso Stand (LU 938) 1 lane $91,965.71 c ($91,966) Retail (LU 822) in CD Zone 2,139 sf $10.14 / sf d ($21,689) Art Wholesale (LU 860) 6,739 sf $14.14 / sf e ($95,289) Auto Upholstery Repair (LU 943) 6,739 sf $22.65 / sf f ($152,638) Total Credit ($628,088) Fee for Replacement School $61,011 Total Fee Due $0 Source: Heffron Transportation, Inc., July 2025. a. Unless otherwise noted, rates from City of Renton’s 2025-2026 City of Renton Fee Schedule. Rates for uses in CD zone are 20% of published rates. b. No City rate published for Fast Casual Restaurant (LU 930); fee rate calculated by Heffron Transportation, Inc. using City methodology and City metrics for High-Turnover (Sit-Down) Restaurant (LU 932) and rate from ITE’s Trip Generation Manual (12th Ed., August 2025). c. No City rate published for Coffee/Donut Shop with Drive-Through Window and No Indoor Seating (LU 938); fee rate calculated by Heffron Transportation, Inc. using City methodology and City metrics for Coffee/Donut Shop with No Drive-Up (LU 936) and rate from ITE’s Trip Generation Manual (12th Ed., August 2025). d. No City rate published for Strip Retail Plaza (LU 822); fee rate calculated by Heffron Transportation, Inc. using City methodology and City metrics for Shopping Center (LU 820) and rate from ITE’s Trip Generation Manual (12th Ed., August 2025). Reduced to 20% due to location in CD zone. d. No City rate published for Strip Retail Plaza (LU 822); fee rate calculated by Heffron Transportation, Inc. using City methodology and City metrics for Shopping Center (LU 820) and rate from ITE’s Trip Generation Manual (12th Ed., August 2025). e. No City rate published for Wholesale Market (LU 860); fee rate calculated by Heffron Transportation, Inc. using City methodology and City metrics for Shopping Center (LU 820) and rate from ITE’s Trip Generation Manual (12th Ed., August 2025). f. No City rate published for Automobile Parts and Service Center (LU 943); fee rate calculated by Heffron Transportation, Inc. using City methodology and City metrics for General Light Industrial (LU 110) and rate from ITE’s Trip Generation Manual (12th Ed., August 2025). Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 52 4.2. Right-of-Way Dedications In order to comply with street frontage improvement requirements outlined by the City, the project would dedicate right-of-way along the street frontages of S 2nd Street, Logan Avenue S, Shattuck Avenue S, Airport Way, S Tobin Street, and Lake Avenue S. The following describes each anticipated dedication.29 Airport Way – The dedication along Airport Way would be about 807 linear feet along the length of the property line and 12.5 feet in width. The total area of the dedication could be about 9,905 sf. Shattuck Avenue S – The dedication along Logan Avenue S would be about 300 linear feet along the length of the property line and 5 feet in width. The total area of the dedication could be about 1,470 sf. S Tobin Street – The dedication along Logan Avenue S would be about 302 linear feet along the length of the property line and 6 feet in width. The total area of the dedication could be about 1,820 sf. Lake Avenue S – The dedication along Logan Avenue S would be about 325 linear feet along the length of the property line and 7 feet in width. The total area of the dedication could be about 2,275 sf. S 2nd Street – The dedication along S 2nd Street would be about 1,345 linear feet along the length of the property line and could vary between 8 and 24 feet in width. The total area of the dedication could be approximately 28,570 sf. Logan Avenue S – The dedication along Logan Avenue S would be about 1,210 linear feet along the length of the property line and 20 feet in width. The total area of the dedication could be about 23,420 sf. 4.3. Roadway Network Improvements 4.3.1. Frontage Improvements The City will require frontage improvements along five adjacent streets. The following describes the requirements for each.30 S 2nd Street – The project will only provide a dedication for future S 2nd Street improvements that will be made by the City as part of its planned future roadway improvements in that segment. A waiver will be completed to exempt the school project from S 2nd Street improvements. On-site and north of S 2nd Street, the project would provide walkway connections between the automobile load/unload loop and the school buildings within the site. Airport Way – A new 8-foot-wide planting strip would be provided adjacent to the back of the existing curb. The project would construct an 8-foot-wide sidewalk adjacent to the planting strip. Shattuck Avenue S – New curb and gutter would be installed 15 feet from the roadway centerline. An 8-foot-wide planting strip would be provided adjacent to the back of the new curb and a new 5- foot-wide sidewalk would be constructed adjacent to the planting strip. S Tobin Street –An 8-foot-wide planting strip would be provided adjacent to the back of the existing curb. The project would construct a new 5-foot-wide sidewalk adjacent to the planting strip. Lake Avenue S – An 8-foot-wide planting strip would be provided adjacent to the back of the existing curb. The project would construct a new 5-foot-wide sidewalk adjacent to the planting strip. 29 Dedication lengths and areas provided by AHBL, August 8, 2025. 30 Frontage improvement details provided by AHBL, August 12, 2025. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 53 Logan Avenue S – The existing roadway pavement 20-feet from roadway centerline would remain. A new 14-foot-wide roadway pavement section would be constructed with a new 8-foot-wide school-bus load/unload and parking area. New curb and gutter would be constructed with a new 12- foot-wide sidewalk and street trees within grates. 4.3.2. Off-site Improvements In addition to the required frontage improvements, the project would make off-site improvements at several locations as described below.31 S 2nd Street / Logan Avenue S Intersection –The project would install two new curb ramps and a new curb-bulb at the northwest corner; two new curb ramps at the northeast corner; and a single curb ramp at the southwest corner. The existing southeast curb ramp would be retained. S Tobin Street / Logan Avenue S Intersection – The project would construct new curb bulbs on both sides of Logan Avenue S north and south of the S Tobin Street intersection. It would also construct north/south curb ramps for the crosswalk on the east leg and east/west curb ramps for a new crosswalk on the south leg. The west leg of the intersection would be constructed as a new school site driveway. The project would install an RRFB at the new crosswalk on the south leg the intersection for pedestrian crossings between the school and the east side of Logan Avenue S. Airport Way / Logan Avenue S Intersection – The project would construct a new curb ramp and a curb-bulb at the southwest corner of the intersection. The other elements of the intersection would remain unchanged. Airport Way / Shattuck Avenue S Intersection – The project would construct a new curb ramp and curb-bulb at the southeast corner of the intersection. The other corners of the intersections would remain unchanged. S Tobin Street / Shattuck Avenue S Intersection – The project would construct two curb ramps (one for north-south crossings, and one for east-west crossings) and new curb-bulbs at the northwest corner of the intersection. It would construct a curb ramp and new driveway entrance into the site on the east side of the intersection. A curb ramp would also be constructed at the southwest corner. S 2nd Street / Lake Avenue S Intersection – The project would construct a curb ramp at the northeast corner of the intersection to serve crossings of S 2nd Avenue to the south. The southwest, southeast, and northwest corner would remain unchanged. 4.3.3. Roadway and Curb-side Signage Due to the school site expansion, the District should coordinate with the City to confirm the new equipment required as well as the locations and enforcement times for school-zone signage and flashing beacons, especially at and around the expanded portions of the campus. The District should also coordinate with the City on signage and restrictions for the school-bus load zone proposed along the west side of Logan Avenue S between Airport Way and S 2nd Street. 31 Frontage improvement details provided by AHBL, August 12, 2025. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | 54 4.4. Operational Measures 4.4.1. Short-Term Conditions – Construction The following short-term operational measure is recommended for implementation prior construction. A. Construction Management Plan (CMP) – The District should continue working with the selected contractor to refine the CMP that addresses traffic and pedestrian access control during school construction for each major phase. It should confirm truck routes, lane closures, walkway routes and closures, and parking disruptions, as necessary. The CMP may also include measures to keep adjacent streets clean on a daily basis at the truck exit points (such as street sweeping or on-site truck wheel cleaning) to reduce tracking dirt off site. The CMP should identify parking locations for the construction personnel, students, staff, and load/unload areas for school buses and passenger vehicles during peak arrival and dismissal periods. It should also include measures to minimize or avoid truck access/egress and deliveries during school peak arrival and dismissal periods. During phases when on-site parking is limited, outside user-group events at the IPAC may need to be limited or restricted. Those events may occur if off-site parking can be arranged such as through a shared-parking agreement with the City Center Parking Garage. 4.4.2. Long-Term Conditions – Operations The following long-term operational measure is recommended for implementation prior school opening. B. Transportation Management Plan (TMP) – Prior to the school opening, the District and school principal should establish a Transportation Management Plan (TMP) to educate families about the access load/unload procedures for the site layout. It should encourage school bus ridership, use of public transit, carpooling, and walking or biking. The plan should define clear procedures and travel routes for family vehicles and instruct family drivers not to block or partially block travel lanes with queued or waiting vehicles. C. Event Parking Management – It is recommended that the school monitor concurrent scheduling of the IPAC, black box theater, and other assembly spaces (such as the gymnasium during varsity basketball games) to determine if parking demand could exceed the on-site supply and to determine if management measures may be required. Options for parking management during multiple concurrent events may include directing attendees to off-site parking (such as the City Center Parking Garage at the southeast corner of the S 2nd Street / Logan Avenue S intersection about 500 feet from the school site). With the above measures incorporated into the proposal, the project would not result in significant adverse impacts to transportation facilities or operations. Renton High School Replacement Project Transportation Technical Report September 16, 2025 Appendix A Parcels Identified for Site Expansion Renton High School Replacement Project Transportation Technical Report September 16, 2025 | A-1 Parcels identified for site expansion of Renton High School Source: King County Parcel Viewer, 2025. Renton High School Replacement Project Transportation Technical Report September 16, 2025 | A-2 Parcel # Address Land Use Size (dus/sf) Parcel # Address Land Use Size (dus/sf) 0007200016 81 Logan Ave S SF Residence 1 du 0007200171 58 Shattuck Ave S Duplex 2 du 0007200017 75 Logan Ave S SF Residence 1 du 0007200179 406 S Tobin St SF Residence 1 du 0007200033 314 S Tillicum St SF Residence 1 du 0007200214 311 S Tillicum St SF Residence 1 du 0007200034 300 S Tobin St Duplex 2 du 5696000140 526 S 2nd St Restaurant (table service)754 sf 0007200035 312 S Tobin St SF Residence 1 du 5696000145 526 S 2nd St Accessory parking n/a 0007200036 316 S Tobin St SF Residence 1 du 5696000150 129 Logan Ave S SF Residence 1 du 0007200037 402 S Tobin St SF Residence 1 du 5696000155 127 Logan Ave S Duplex 2 du 0007200038 408 S Tobin St SF Residence 1 du 5696000160 121 Logan Ave S SF Residence w/ ADU 2 du 0007200039 414 S Tobin St Vacant/parking n/a 5696000165 117 Logan Ave S SF Residence 1 du 508 S Tobin St SF Residence 1 du 5696000169 Logan Ave S Vacant n/a 510 S Tobin St ADU 1 du 5696000170 109 Logan Ave S SF Residence 1 du 0007200041 518 S Tobin St SF Residence 1 du 5696000180 Logan Ave S Vacant n/a 0007200043 59 Logan Ave S SF Residence 1 du 5696000185 103 Logan Ave S SF Residence 1 du 0007200072 420 S Tobin St SF Residence 1 du 5696000190 97 Logan Ave S SF Residence 1 du 0007200078 416 S Tobin St SF Residence 1 du 7229300490 301-309 Airport Way Garage, service repair 26,954 sf 0007200079 418 S Tobin St SF Residence 1 du 7229300515 505 Airport Way Vacant n/a 0007200108 502 S Tobin St SF Residence 1 du Restaurant (table service)12,342 sf 0007200110 500 S Tobin St SF Residence 1 du Espresso stand (drive-thru)1 drive-thru lane 0007200114 504 S Tobin St SF Residence 1 du 7229300580 511 Airport Way Vacant n/a 0007200127 509 S Tobin St SF Residence 1 du 7229300595 43-49 Logan Ave S Strip retail 2,139 sf 0007200128 513 S Tobin St SF Residence 1 du 7229300630 55 Logan Ave S SF Residence 1 du 0007200167 54 Shattuck Ave S Duplex 2 du 7229300635 51 Logan Ave S SF Residence 1 du Combined Totals ITE Land Use Code Size (dus/sf) Notes and Assumptions: Single-Family Detached Housing (210) 30 du Single-Family Attached Housing (215)8 du Fast Casual Restaurant (930)754 sf El Kiosko Mexican restaurant; excludes unfinished/unoccupied restaurant at 455 Airport Way Coffee Shop w/Drive-thru No Seating (938) 1 drive-thru lane Ladybug Espresso (one drive-thru lane) Strip Retail 2,139 sf ILYAS Home Shop & African Market, PYPY Beauty Salon Wholesale Market (860)6,739 sf Automobile Care Center (942)6,739 sf Half of building burned in late 2022/early 2023; remaining half still occupied. Reflects 25% used as art wholesale business; 25% used as auto upholstery repair shop until early 2024. 0007200040 7229300545 455 Airport Way Land Use Single Family Residences Duplexes Restaurant Espresso Stand Strip Retail Garage/Service (Art Wholesale) Garage/Service (Auto Repair) Renton High School Replacement Project Transportation Technical Report September 16, 2025 Appendix B Traffic Count Data Sheets &RXQWVIURP0D\ Location: Date Site Time Bicycle Lights Heavys Bicycle Lights Heavys Bicycle Lights Heavys Bicycle Lights Heavys 6:30 0 00000000000 6:45 0 00001000000 7:00 0 10000000000 7:15 0 00000000000 7:30 0 00000000000 7:45 0 10000000000 8:00 0 00010011000 8:15 0 00000000000 13:000 00010000010 13:150 02010001000 13:300 10000010001 13:450 00000010030 14:000 11010010010 14:150 00020000010 14:300 10000000000 14:450 00000000000 16:000 00000020010 16:150 00000010000 16:300 00000000020 16:450 00000010010 17:000 00000000010 17:150 10020000030 17:300 00000000000 17:450 10010000010 TOTAL 0 730910820151 RIGHT OUTLEFT IN LEFT OUT RIGHT IN Driveway_S Tobin St 05/22/2024 1 6:30-8:30 AM, 1-3 PM, 4-6 PM Location: Date Site Time Bicycle Lights Heavys Bicycle Lights Heavys Bicycle Lights Heavys Bicycle Lights Heavys 6:30 0 01002003000 6:45 0 04007107001 7:00 0 10002000002 7:15 0 10011000010 7:30 0 00000000000 7:45 0 00000000000 8:00 0 00000000000 8:15 0 00000001000 13:000 00000000000 13:150 00000010010 13:300 00000005030 13:450 10000008001 14:00 0 1 0 0 0 10 0 0 1 0 0 3 14:150 00000000000 14:300 00000000000 14:450 00000000000 16:000 00000000000 16:150 00000000000 16:300 00000000000 16:450 01000000001 17:000 00000000000 17:150 00000000000 17:300 00000000000 17:450 00000000000 TOTAL0 4601221125058 LEFT IN LEFT OUT RIGHT IN RIGHT OUT Logan Ave S_Driveway 05/22/2024 2 6:30-8:30 AM, 1-3 PM, 4-6 PM Location: Date Site Time Bicycle Lights Heavys Bicycle Lights Heavys 6:30 0 1 0 0 0 0 6:45 0 13 0 0 4 0 7:00 0 35 0 0 15 0 7:15 0 34 0 0 14 0 7:30 0 15 0 0 0 0 7:45 0 6 0 0 1 0 8:00 0 4 0 0 1 0 8:15 0 12 0 0 0 0 13:00 0 7 0 0 8 0 13:15 0 3 0 0 6 0 13:30 0 9 0 0 4 0 13:45 0 16 0 0 6 0 14:00 0 15 0 0 58 0 14:15 0 7 0 0 21 0 14:30 0 2 0 0 13 0 14:45 0 3 0 0 4 0 16:00 0 4 0 0 6 0 16:15 0 2 0 0 6 0 16:30 0 1 0 0 3 0 16:45 0 7 0 0 7 0 17:00 0 5 0 0 5 0 17:15 0 3 0 0 4 0 17:30 0 5 0 0 2 0 17:45 0 12 0 0 7 0 TOTAL 0 221 0 0 195 0 RIGHT IN RIGHT OUT SE Parking Lot Entrance_S 2nd St 05/22/2024 3 6:30-8:30 AM, 1-3 PM, 4-6 PM Location: Date Site Time Bicycle Lights Heavys Bicycle Lights Heavys 6:30 0 6 0 0 0 0 6:45 0 33 0 0 0 0 7:00 0 46 0 0 0 0 7:15 0 53 0 0 0 0 7:30 0 22 0 0 0 0 7:45 0 10 0 0 0 0 8:00 0 4 0 0 0 0 8:15 0 6 0 0 0 0 13:00 0 3 0 0 0 0 13:15 0 2 0 0 0 0 13:30 0 4 0 0 0 0 13:45 0 7 0 0 0 0 14:00 0 15 0 0 0 0 14:15 0 11 0 0 0 0 14:30 0 5 0 0 0 0 14:45 0 8 0 0 0 0 16:00 0 1 0 0 0 0 16:15 0 5 0 0 0 0 16:30 0 1 0 0 0 0 16:45 0 5 0 0 0 0 17:00 0 4 0 0 0 0 17:15 0 1 0 0 0 0 17:30 0 0 0 0 0 0 17:45 0 1 0 0 0 0 TOTAL 0 253 0 0 0 0 RIGHT IN RIGHT OUT S Ingress_S 2nd St 05/22/2024 4 6:30-8:30 AM, 1-3 PM, 4-6 PM Location: Date Site Time Bicycle Lights Heavys Bicycle Lights Heavys 6:30 0 0 0 0 4 1 6:45 0 0 0 0 28 0 7:00 0 0 0 0 44 0 7:15 0 0 0 0 54 0 7:30 0 0 0 0 23 0 7:45 0 0 0 0 11 0 8:00 0 0 0 0 4 0 8:15 0 0 0 0 4 0 13:00 0 0 0 0 2 0 13:15 0 0 0 0 0 0 13:30 0 0 0 0 2 0 13:45 0 0 0 0 3 0 14:00 0 0 0 0 21 0 14:15 0 0 0 0 13 0 14:30 0 0 0 0 5 0 14:45 0 0 0 0 5 0 16:00 0 0 0 0 3 0 16:15 0 0 0 0 4 0 16:30 0 0 0 0 3 0 16:45 0 0 0 0 6 0 17:00 0 0 0 0 4 0 17:15 0 0 0 0 1 0 17:30 0 0 0 0 1 0 17:45 0 0 0 0 0 0 TOTAL 0 0 0 0 245 1 RIGHT IN RIGHT OUT S Egress_S 2nd St 05/22/2024 5 6:30-8:30 AM, 1-3 PM, 4-6 PM Location: Date Site Time Bicycle Lights Heavys Bicycle Lights Heavys 6:30 0 8 0 0 1 0 6:45 0 10 8 0 2 0 7:00 0 20 1 0 10 0 7:15 0 19 0 0 12 0 7:30 0 10 0 0 2 0 7:45 0 1 1 0 0 0 8:00 0 2 0 0 0 0 8:15 0 2 0 0 0 0 13:00 0 2 0 0 1 0 13:15 0 0 2 0 0 0 13:30 0 5 2 0 4 0 13:45 0 5 3 0 4 0 14:00 0 15 0 0 16 0 14:15 0 8 0 0 3 1 14:30 0 5 0 0 4 0 14:45 0 4 0 0 2 0 16:00 0 3 0 0 8 0 16:15 0 2 0 0 2 0 16:30 0 1 0 0 2 0 16:45 0 1 0 0 0 0 17:00 0 4 0 0 1 0 17:15 0 2 0 0 2 0 17:30 0 1 0 0 2 0 17:45 0 0 0 0 1 0 TOTAL 0 130 17 0 79 1 RIGHT IN RIGHT OUT W Parking Lot Entrance_S 2nd St 05/22/2024 6 6:30-8:30 AM, 1-3 PM, 4-6 PM www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 5 3 1 0 1 3 13 96000300 1 9 Peak Hour 0 4 10 1 15 0 0 0 0 1 1 3 0Count Total 2 6 11 4 23 0 0 0 30001108:15 AM 1 0 0 1 2 0 0 0 0 1 0 0 8:00 AM 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 1 7:45 AM 0 1 1 1 3 0 0 0 0 0 0 0 0 0 0 2 7:30 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 3 0 7:00 AM 0 1 4 1 6 0 0 0 0 0 0 0 0 0 0 1 0 EB WB NB SB Total East 7:15 AM 0 1 1 0 2 0 0 2 --17%HV%-0%0%0%- 0 0 6:45 AM 0 1 5 0 6 0 0 0 0 0 0 0 0 West North South 6:30 AM 1 0 0 0 0 29 24 0 15 401201410200 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 21%-0%3%0%8%0%10%15% Peak Hour All 0 12 21 38 0 1 31 26 0 0 0 1 0 15 0130055 3 200 0 HV 0 0 0 0 0 Count Total 1 18 38 17 0 18 24 27 43 11 293 0 25 101010612013500 4 0 2 22 144 8:15 AM 1 2 3 0 4 0 0 0 1 0 25 194 8:00 AM 0 0 6 0 0 1 4 2 0 0 1 1 2014700 2 1 0 29 200 7:45 AM 0 2 4 1 8 0 0 2 7 0 68 192 7:30 AM 0 2 2 0 0 0 5 14 8 0 4 15 0031700 7 21 1 72 0 7:15 AM 0 5 8 3 2 0 0 10 7 0 31 0 7:00 AM 0 2 7 7 0 6 2 3 2 0 2 3 2052300 1 1 2 21 0 6:45 AM 0 3 4 2 2 0 1 0 0 06:30 AM 0 2 4 4 0 1 3 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Driveway Shattuck Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 6:30 AM 8:30 AM SB 1.7%0.50 TOTAL 7.5%0.69 TH RT WB 9.1%0.85 NB 18.9%0.60 Peak Hour: 6:45 AM 7:45 AM HV %:PHF EB 0.0%0.70 0 0 0 0 0 0 000 0 0 0 0 6 0 3 N Shattuck Ave S S Tobin St S Tobin St Dr i v e w a y S Tobin St Sh a t t u c k A v e S 200TEV: 0.69PHF: 3 40 15 58 61 0 20 10 14 44 600 24290 5366 0 12 21 12 45 13 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 1 00000 0 0 1 0 Peak Hour 1 0Count Total 0 110000000 0 0 8:15 AM 0 0 0 0 0 8:00 AM 0000000 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 06:30 AM RT 15 0 Interval Start S Tobin St S Tobin St Driveway Shattuck Ave S 15-min Total Rolling One Hour 5 5 0 0 1 0001300 RTTHLT RTTHLTRT 2 1 1 23 0 Peak Hour 0 0 0 0 5 0 0 6 5 0Count Total 0 0 2 0 0 0 1 2 8000100000000 1 0 0 2 8 8:15 AM 0 0 1 0 1 0 0 0 0 0 3 12 8:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 1000100 0 0 0 1 15 7:45 AM 0 0 0 0 0 0 0 0 0 0 2 15 7:30 AM 0 0 0 0 0 0 1 1 0 0 0 0 0000100 0 1 0 6 0 7:15 AM 0 0 0 0 1 0 0 1 3 0 6 0 7:00 AM 0 0 0 0 0 0 0 3 2 0 0 0 0000100 0 0 0 1 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 TH RT 6:30 AM 0 0 1 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Driveway Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 5 3 0 6 9 2 7 6 38 2461361125 9 9 Peak Hour 1 7 9 3 20 1 1 1 1 3 6 16 4Count Total 2 9 10 4 25 1 0 1 30000022:45 PM 0 1 0 0 1 0 2 5 0 2 0 0 2:30 PM 0 0 0 0 0 1 0 1 0 0 1 0 0 2 0 3 2:15 PM 0 2 0 1 3 0 1 0 0 2 2 4 2 0 1 3 2:00 PM 1 5 7 1 14 0 0 0 0 1 1 2 0 0 0 0 1:30 PM 0 0 1 0 1 0 0 0 0 0 0 1 2 0 0 1 0 EB WB NB SB Total East 1:45 PM 0 0 2 1 3 0 0 0 -0%14%HV%-0%2%0%- 3 0 1:15 PM 0 1 0 1 2 0 0 0 0 0 0 2 0 West North South 1:00 PM 1 0 0 0 2 36 39 0 19 1890420200 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 10%-5%6%4%7%0%5%30% Peak Hour All 0 33 47 34 0 3 41 48 0 0 1 1 1 20 0160054 27 274 0 HV 0 0 1 0 0 Count Total 1 48 77 11 0 5 33 31 21 54 407 0 37 2433403010000300 4 4 7 48 274 2:45 PM 0 5 9 0 3 0 0 4 11 0 50 262 2:30 PM 0 3 8 0 0 0 4 7 3 0 2 4 4007201 4 7 4 108 232 2:15 PM 0 9 9 2 13 0 1 22 21 0 68 164 2:00 PM 0 13 16 2 0 1 4 3 4 0 9 3 12035200 1 2 7 36 0 1:45 PM 0 8 14 5 3 0 0 1 2 0 20 0 1:30 PM 1 5 9 1 0 1 3 1 0 0 4 0 3002200 4 1 7 40 0 1:15 PM 0 3 5 0 6 0 1 0 3 01:00 PM 0 2 7 1 0 0 8 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Driveway Shattuck Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 1:00 PM 3:00 PM SB 4.7%0.67 TOTAL 7.3%0.63 TH RT WB 15.9%0.61 NB 11.7%0.44 Peak Hour: 1:45 PM 2:45 PM HV %:PHF EB 1.1%0.72 0 1 0 0 2 1 010 0 1 0 5 6 2 11 N Shattuck Ave S S Tobin St S Tobin St Dr i v e w a y S Tobin St Sh a t t u c k A v e S 274TEV: 0.63PHF: 27 18 19 64 89 0 20 20 4 44 1050 39362 7731 0 9 47 33 89 49 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 1 0 0 0 2 0 0 0 0 0 0 0 010 0 1 0 010 0 1 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 6012001 6 00010 0 0 0 0 Peak Hour 1 2Count Total 0 500000000 2 6 2:45 PM 0 1 0 0 4 2:30 PM 1000000 2 3 2:15 PM 0 0 0 0 0 0 0 1 0 0 1 0 1 2:00 PM 1000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 01:00 PM RT 20 0 Interval Start S Tobin St S Tobin St Driveway Shattuck Ave S 15-min Total Rolling One Hour 5 4 0 1 1 1001600 RTTHLT RTTHLTRT 2 1 1 25 0 Peak Hour 0 0 1 0 8 0 0 6 4 0Count Total 0 1 1 0 0 0 1 1 18000000000100 0 0 0 0 20 2:45 PM 0 0 0 0 0 0 0 0 0 0 3 21 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0001100 0 0 1 14 20 2:15 PM 0 0 0 0 5 0 0 4 3 0 3 7 2:00 PM 0 0 1 0 0 0 0 1 1 0 1 0 0000000 0 0 0 1 0 1:45 PM 0 0 0 0 0 0 0 1 0 0 2 0 1:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0000100 0 0 0 1 0 1:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 1:00 PM 0 1 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Driveway Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 1 6 0 0 0 2 1 11 82005420 1 2 Peak Hour 1 0 0 0 1 2 3 4 0 1 7 6 2Count Total 1 0 0 1 2 2 0 0 00000015:45 PM 0 0 0 0 0 0 0 1 0 1 0 0 5:30 PM 0 0 0 1 1 0 0 0 0 1 2 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 4:30 PM 0 0 0 0 0 0 3 0 0 0 1 1 0 0 0 1 1 EB WB NB SB Total East 4:45 PM 0 0 0 0 0 0 3 2 -0%0%HV%-0%3%0%- 0 0 4:15 PM 0 0 0 0 0 1 0 0 0 0 1 1 0 West North South 4:00 PM 1 0 0 0 1 2 13 0 16 530214120 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%0%1%0%0%0% Peak Hour All 0 10 34 26 0 2 3 15 0 0 0 0 0 1 0000000 13 125 0 HV 0 0 1 0 0 Count Total 1 19 68 5 0 2 29 34 6 26 236 0 19 111000203002400 4 1 4 24 113 5:45 PM 0 2 5 1 2 0 0 1 0 0 38 123 5:30 PM 1 2 5 0 0 0 4 0 1 0 7 0 1005701 5 0 5 30 109 5:15 PM 0 2 13 1 1 0 0 0 1 0 21 125 5:00 PM 0 3 11 0 0 0 4 0 2 0 1 0 1001300 5 1 3 34 0 4:45 PM 0 1 11 1 6 0 0 0 3 0 24 0 4:30 PM 0 3 6 0 0 0 7 1 1 0 3 0 5012100 7 4 4 46 0 4:15 PM 0 3 6 1 2 0 1 1 7 04:00 PM 0 3 11 1 0 1 4 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Driveway Shattuck Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.0%0.57 TOTAL 0.8%0.68 TH RT WB 0.0%0.54 NB 0.0%0.44 Peak Hour: 4:00 PM 5:00 PM HV %:PHF EB 2.1%0.78 0 1 1 0 0 0 000 2 0 1 0 2 2 4 N Shattuck Ave S S Tobin St S Tobin St Dr i v e w a y S Tobin St Sh a t t u c k A v e S 125TEV: 0.68PHF: 13 5 16 34 24 0 12 14 2 28 630 1321 1610 0 3 34 10 47 28 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011 1 0 2 011 1 0 3 0001 0 0 0 01 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 1 THLT 5000000 7 00000 0 0 0 0 Peak Hour 1 0Count Total 0 200000000 0 2 5:45 PM 0 0 0 0 5 5:30 PM 2010000 0 4 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 5 5:00 PM 0000 3 0 4:45 PM 0 0 0 0 0 4:30 PM 10000004:15 PM 0 0 2 0 0 0 1 04:00 PM RT 1 0 Interval Start S Tobin St S Tobin St Driveway Shattuck Ave S 15-min Total Rolling One Hour 0 0 0 0 0 0000000 RTTHLT RTTHLTRT 1 0 0 2 0 Peak Hour 0 0 1 0 0 0 0 0 0 0Count Total 0 0 1 0 0 0 0 0 1000000000000 1 0 0 1 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 1 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Driveway Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00000000 0 0 Peak Hour 1 0 6 2 9 0 0 0 0 1 1 0 0Count Total 3 0 11 3 17 0 0 0 00001108:15 AM 2 0 0 0 2 0 0 0 0 0 0 0 8:00 AM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 1 0 2 1 4 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 2 1 3 0 0 0 0 0 0 0 0 0 0 0 0 EB WB NB SB Total East 7:15 AM 0 0 2 0 2 0 0 0 -10%9%HV%-0%-100%- 0 0 6:45 AM 0 0 4 0 4 0 0 0 0 0 0 0 0 West North South 6:30 AM 0 0 0 0 10 54 0 0 1 55101020 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total --0%4%-7%0%-0% Peak Hour All 0 2 0 3 0 12 75 1 0 0 0 2 0 9 0000150 0 126 0 HV 0 0 0 1 0 Count Total 0 5 0 4 0 3 0 1 73 2 179 0 19 66700062020000 0 2 0 10 93 8:15 AM 0 2 0 0 0 0 0 4 0 0 20 126 8:00 AM 0 1 0 3 0 0 0 10 0 0 1 4 0010001 0 3 0 17 122 7:45 AM 0 2 0 1 0 0 6 8 0 0 46 113 7:30 AM 0 0 0 0 0 0 0 24 0 0 0 18 0000202 0 30 0 43 0 7:15 AM 0 0 0 0 0 0 1 12 0 0 16 0 7:00 AM 0 0 0 0 0 0 0 6 1 0 0 6 0000102 0 4 0 8 0 6:45 AM 0 0 0 0 0 0 0 4 0 06:30 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 6:30 AM 8:30 AM SB 3.6%0.47 TOTAL 7.1%0.68 TH RT WB 0.0%0.38 NB 9.4%0.62 Peak Hour: 7:00 AM 8:00 AM HV %:PHF EB 33.3%0.25 0 0 0 0 0 0 000 0 0 0 0 0 0 0 N Shattuck Ave S S Tillicum St S Tillicum St Sh a t t u c k A v e S S Tillicum St Sh a t t u c k A v e S 126TEV: 0.68PHF: 0 55 1 56 58 0 2 0 1 3 10 05410 6457 0 1 0 2 3 10 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 1 00000 0 0 0 1 Peak Hour 0 1Count Total 0 110000000 0 0 8:15 AM 0 0 0 0 0 8:00 AM 0000000 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 06:30 AM RT 9 0 Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min Total Rolling One Hour 5 0 0 0 2 0000001 RTTHLT RTTHLTRT 0 3 0 17 0 Peak Hour 0 0 0 1 0 0 1 10 0 0Count Total 0 2 0 1 0 0 0 2 8000000000000 0 1 0 2 8 8:15 AM 0 2 0 0 0 0 0 1 0 0 4 9 8:00 AM 0 0 0 0 0 0 0 1 0 0 0 1 0000001 0 0 0 0 9 7:45 AM 0 0 0 1 0 0 0 0 0 0 2 9 7:30 AM 0 0 0 0 0 0 0 2 0 0 0 0 0000000 0 1 0 3 0 7:15 AM 0 0 0 0 0 0 0 2 0 0 4 0 7:00 AM 0 0 0 0 0 0 0 4 0 0 0 0 0000000 0 0 0 0 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 TH RT 6:30 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 2 2 11 2 17 150134717 7 0 Peak Hour 1 0 10 4 15 0 0 0 1 3 4 7 3Count Total 2 0 14 5 21 0 2 0 00000002:45 PM 0 0 1 0 1 0 1 5 1 5 0 0 2:30 PM 1 0 0 0 1 0 0 1 0 0 0 1 0 1 1 0 2:15 PM 0 0 1 2 3 0 0 0 0 2 2 1 0 0 0 0 2:00 PM 0 0 8 1 9 0 0 0 0 1 1 0 0 0 0 0 1:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 0 EB WB NB SB Total East 1:45 PM 0 0 1 1 2 0 0 0 -33%11%HV%-25%0%0%- 0 0 1:15 PM 0 0 1 1 2 0 0 0 0 0 0 0 0 West North South 1:00 PM 1 0 1 0 3 83 1 0 0 61400010 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%--5%17%9%--0% Peak Hour All 0 4 1 3 0 7 115 1 0 0 0 3 1 15 0000190 6 164 0 HV 0 1 0 0 0 Count Total 0 8 3 6 0 0 2 1 102 10 258 0 28 1549000130000202 0 14 2 31 164 2:45 PM 0 2 0 0 0 0 0 10 1 0 29 154 2:30 PM 0 2 1 1 0 0 0 16 0 0 0 9 2000001 0 15 1 66 145 2:15 PM 0 0 0 1 1 0 1 46 0 0 38 104 2:00 PM 0 2 0 0 0 0 0 11 0 0 0 23 1000001 0 10 1 21 0 1:45 PM 0 0 0 2 0 0 0 9 0 0 20 0 1:30 PM 0 0 0 0 0 0 1 6 0 0 1 8 1001001 0 10 2 25 0 1:15 PM 0 1 1 0 0 0 1 8 0 01:00 PM 0 1 1 2 0 0 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 1:00 PM 3:00 PM SB 6.0%0.70 TOTAL 9.1%0.62 TH RT WB 0.0%0.25 NB 11.5%0.46 Peak Hour: 1:45 PM 2:45 PM HV %:PHF EB 11.1%0.56 0 0 0 0 3 0 010 0 0 0 7 0 1 7 N Shattuck Ave S S Tillicum St S Tillicum St Sh a t t u c k A v e S S Tillicum St Sh a t t u c k A v e S 164TEV: 0.62PHF: 6 61 0 67 88 0 1 0 0 1 20 1833 8765 0 4 1 4 9 9 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 1 0 0 2 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 4003001 4 00010 0 0 0 0 Peak Hour 0 3Count Total 0 300000000 1 4 2:45 PM 0 1 0 0 3 2:30 PM 0000000 2 3 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 PM 1000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 01:00 PM RT 15 0 Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min Total Rolling One Hour 9 0 0 0 3 1000001 RTTHLT RTTHLTRT 0 4 1 21 0 Peak Hour 0 1 0 0 0 0 2 12 0 0Count Total 0 2 0 0 0 0 0 1 14100000000000 0 0 0 1 15 2:45 PM 0 0 0 0 0 0 0 0 0 0 3 15 2:30 PM 0 1 0 0 0 0 0 0 0 0 0 1 1000001 0 1 0 9 14 2:15 PM 0 0 0 0 0 0 0 8 0 0 2 7 2:00 PM 0 0 0 0 0 0 0 1 0 0 0 1 0000000 0 0 0 1 0 1:45 PM 0 0 0 0 0 0 0 1 0 0 2 0 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0000001 0 0 0 2 0 1:15 PM 0 0 0 0 0 0 0 1 0 0 TH RT 1:00 PM 0 1 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 1 0 0 0 0 0 1 10303010 0 0 Peak Hour 0 0 0 1 1 0 0 0 4 0 4 0 1Count Total 1 0 0 2 3 0 0 0 00000005:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 1 1 0 0 0 1 0 1 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 4:30 PM 0 0 0 1 1 0 0 2 0 0 0 0 0 0 0 1 0 EB WB NB SB Total East 4:45 PM 0 0 0 0 0 0 2 0 -0%0%HV%-0%0%0%- 0 0 4:15 PM 0 0 0 0 0 0 0 0 1 0 1 0 0 West North South 4:00 PM 1 0 0 0 2 24 1 0 1 23501000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%50%1%0%-- Peak Hour All 0 7 1 0 0 5 40 3 0 0 0 0 1 1 0000000 2 67 0 HV 0 0 0 0 0 Count Total 0 12 1 12 0 1 0 1 51 5 131 0 13 65210042000002 0 9 1 15 62 5:45 PM 0 2 0 0 0 0 0 4 1 0 20 67 5:30 PM 0 0 0 0 0 0 0 8 1 0 0 8 0000000 0 5 0 17 62 5:15 PM 0 3 0 0 0 0 0 5 0 0 10 66 5:00 PM 0 1 1 4 0 1 0 4 0 0 1 2 1000000 0 8 1 20 0 4:45 PM 0 2 0 0 0 0 2 7 0 0 15 0 4:30 PM 0 1 0 1 0 0 0 6 0 0 0 5 0000000 0 10 0 21 0 4:15 PM 0 1 0 3 0 0 1 4 0 04:00 PM 0 2 0 4 0 0 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 4:00 PM 6:00 PM SB 3.8%0.72 TOTAL 1.5%0.84 TH RT WB 0.0%0.25 NB 0.0%0.75 Peak Hour: 4:30 PM 5:30 PM HV %:PHF EB 0.0%0.54 0 0 0 0 0 0 030 0 0 0 0 0 1 0 N Shattuck Ave S S Tillicum St S Tillicum St Sh a t t u c k A v e S S Tillicum St Sh a t t u c k A v e S 67TEV: 0.84PHF: 2 23 1 26 31 0 0 0 1 1 30 1242 2729 0 5 1 7 13 4 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00001000 0 00 0 0 0 0 0 0 0 0 0 THLT 3000003 4 00040 0 0 0 0 Peak Hour 0 0Count Total 0 100000000 0 1 5:45 PM 0 0 0 0 3 5:30 PM 1000001 0 2 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 5:00 PM 0000 2 0 4:45 PM 0 2 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 1 04:00 PM RT 1 0 Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min Total Rolling One Hour 0 0 0 0 0 1000000 RTTHLT RTTHLTRT 0 1 1 3 0 Peak Hour 0 0 0 0 0 0 0 0 0 0Count Total 0 1 0 0 0 0 0 0 1000000000000 0 1 0 1 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 2 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 1 1 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 4:00 PM 0 1 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 2 0 0 0 0 0 2 22011000 0 2 Peak Hr 0 0 24 19 43 0 0 0 0 1 1 0 0Count Total 0 0 41 34 75 0 0 0 00000008:15 AM 0 0 4 3 7 0 0 0 0 0 0 0 8:00 AM 0 0 4 3 7 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 4 3 7 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 3 3 6 0 0 0 0 0 0 0 0 0 2 0 7:00 AM 0 0 6 2 8 0 0 0 0 1 1 0 0 0 6 11 0 EB WB NB SB Total East 7:15 AM 0 0 4 2 6 0 0 0 --12%HV%----- 0 0 6:45 AM 0 0 11 12 23 0 0 0 0 0 0 0 0 West North South 6:30 AM 0 0 5 0 0 201 0 0 0 197000000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---10%-11%--- Peak Hour All 0 0 0 0 0 3 378 0 0 0 0 19 0 43 00000240 0 398 0 HV 0 0 0 0 0 Count Total 0 0 0 1 0 0 0 0 306 0 688 0 76 32237000380000001 0 27 0 88 352 8:15 AM 0 0 0 0 0 0 1 59 0 0 75 373 8:00 AM 0 0 0 1 0 0 0 47 0 0 0 27 0000001 0 40 0 83 398 7:45 AM 0 0 0 0 0 0 0 43 0 0 106 366 7:30 AM 0 0 0 0 0 0 0 59 0 0 0 47 0000000 0 61 0 109 0 7:15 AM 0 0 0 0 0 0 0 48 0 0 100 0 7:00 AM 0 0 0 0 0 0 0 51 0 0 0 49 0000000 0 17 0 51 0 6:45 AM 0 0 0 0 0 0 0 34 0 06:30 AM 0 0 0 0 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tillicum St 0 Logan Ave S Logan Ave S 15-min TotalUTLTTHRT SB 9.6%0.81 TOTAL 10.8%0.91 TH RTUTLTTHRTUTLT WB -- NB 11.9%0.85 Peak Hour: 6:45 AM 7:45 AM HV %:PHF EB -- Date: 05/22/2024 Peak Hour Count Period: 6:30 AM 8:30 AM 0 0 0 1 00 0 2 0 0 N Logan Ave S S Tillicum St Lo g a n A v e S Lo g a n A v e S S Tillicum St 398TEV: 0.91PHF: 0 19 7 19 7 20 1 0 20 1 0 20 1 19 7 0 0 00 0 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 1 0000001Peak Hour 0 0 0 0 0 0 0 1 0 1 0Count Total 0 0 0 0 0 0 0 0 0000000 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 1 1 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 6:30 AM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 43 0 Interval Start S Tillicum St 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastbound 24 0 0 0 19 0000000 0 34 0 75 0 Peak Hour 0 0 0 0 0 0 0 41 0 0Count Total 0 0 0 0 0 0 0 7 27400030000000 0 3 0 7 26 8:15 AM 0 0 0 0 0 0 0 4 0 0 7 27 8:00 AM 0 0 0 0 0 0 0 4 0 0 0 3 0000000 0 3 0 6 43 7:45 AM 0 0 0 0 0 0 0 3 0 0 6 48 7:30 AM 0 0 0 0 0 0 0 4 0 0 0 2 0000000 0 2 0 8 0 7:15 AM 0 0 0 0 0 0 0 6 0 0 23 0 7:00 AM 0 0 0 0 0 0 0 11 0 0 0 12 0000000 0 6 0 11 0 6:45 AM 0 0 0 0 0 0 0 5 0 0 TH RT 6:30 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tillicum St 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 0 2 2 0 4 3 0 12 81011043 4 2 Peak Hr 0 0 17 27 44 0 0 0 0 1 1 0 6Count Total 0 0 30 42 72 0 0 0 00000002:45 PM 0 0 1 6 7 0 0 0 2 1 0 0 2:30 PM 0 0 3 2 5 0 0 0 0 0 0 0 4 0 0 0 2:15 PM 0 0 2 3 5 0 0 0 0 1 1 0 0 0 2 0 2:00 PM 0 0 6 3 9 0 0 0 0 0 0 0 0 1 1 0 1:30 PM 0 0 4 9 13 0 0 0 0 0 0 0 0 0 3 6 0 EB WB NB SB Total East 1:45 PM 0 0 5 12 17 0 0 0 -0%6%HV%---0%- 0 1 1:15 PM 0 0 6 4 10 0 0 0 0 0 0 0 0 West North South 1:00 PM 0 0 3 0 1 304 0 0 0 305200000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---9%-7%--- Peak Hour All 0 0 0 0 0 2 563 0 2 0 0 27 0 44 00000170 0 612 0 HV 0 0 0 0 0 Count Total 0 1 0 3 0 0 0 0 580 0 1,151 0 144 60046000980000000 0 81 0 176 611 2:45 PM 0 0 0 0 0 0 0 92 0 2 136 612 2:30 PM 0 0 0 1 0 0 0 77 0 0 0 58 0000000 0 68 0 144 585 2:15 PM 0 0 0 1 0 0 0 76 0 0 155 551 2:00 PM 0 0 0 0 0 0 0 66 0 0 0 87 0000001 0 92 0 177 0 1:45 PM 0 0 0 1 0 0 0 85 0 0 109 0 1:30 PM 0 0 0 0 0 0 0 56 0 0 0 53 0000000 0 43 0 110 0 1:15 PM 0 0 0 0 0 0 1 65 0 01:00 PM 0 1 0 0 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tillicum St 0 Logan Ave S Logan Ave S 15-min TotalUTLTTHRT SB 8.9%0.83 TOTAL 7.2%0.86 TH RTUTLTTHRTUTLT WB -- NB 5.6%0.90 Peak Hour: 1:30 PM 2:30 PM HV %:PHF EB 0.0%0.50 Date: 05/22/2024 Peak Hour Count Period: 1:00 PM 3:00 PM 0 0 0 1 00 3 1 4 0 N Logan Ave S S Tillicum St Lo g a n A v e S Lo g a n A v e S S Tillicum St 612TEV: 0.86PHF: 0 30 5 30 5 30 4 0 30 4 1 30 5 30 7 0 2 02 1 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 1 0000001Peak Hour 0 0 0 0 0 0 0 1 0 1 0Count Total 0 0 0 0 0 0 0 0 1000000 0 1 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 02:15 PM 0 0 0 0 0 0 0 1 0 1 1 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 1:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 44 0 Interval Start S Tillicum St 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastbound 17 0 0 0 27 0000000 0 42 0 72 0 Peak Hour 0 0 0 0 0 0 0 30 0 0Count Total 0 0 0 0 0 0 0 7 26100060000000 0 2 0 5 36 2:45 PM 0 0 0 0 0 0 0 3 0 0 5 44 2:30 PM 0 0 0 0 0 0 0 2 0 0 0 3 0000000 0 3 0 9 49 2:15 PM 0 0 0 0 0 0 0 6 0 0 17 46 2:00 PM 0 0 0 0 0 0 0 5 0 0 0 12 0000000 0 9 0 13 0 1:45 PM 0 0 0 0 0 0 0 4 0 0 10 0 1:30 PM 0 0 0 0 0 0 0 6 0 0 0 4 0000000 0 3 0 6 0 1:15 PM 0 0 0 0 0 0 0 3 0 0 TH RT 1:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tillicum St 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 1 2 1 2 0 0 1 7 40022022 3 1 Peak Hr 0 0 12 14 26 0 0 0 1 2 3 0 3Count Total 0 0 24 22 46 0 0 0 10000005:45 PM 0 0 3 3 6 0 0 0 0 0 0 0 5:30 PM 0 0 3 1 4 0 0 0 1 0 1 0 0 0 1 0 5:15 PM 0 0 4 3 7 0 0 0 0 0 0 0 1 0 1 0 5:00 PM 0 0 2 1 3 0 0 0 0 0 0 0 1 1 0 0 4:30 PM 0 0 2 4 6 0 0 0 0 2 2 0 1 0 3 7 0 EB WB NB SB Total East 4:45 PM 0 0 3 3 6 0 0 0 -0%6%HV%----- 0 0 4:15 PM 0 0 3 4 7 0 0 0 0 0 0 0 0 West North South 4:00 PM 0 0 4 0 1 212 0 0 0 283000000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---5%-5%--- Peak Hour All 0 0 0 0 0 1 412 0 1 0 0 14 0 26 00000120 0 496 0 HV 0 0 0 0 0 Count Total 0 0 0 1 0 0 0 0 511 0 926 0 100 43040000600000000 0 43 0 84 450 5:45 PM 0 0 0 0 0 0 0 41 0 0 137 487 5:30 PM 0 0 0 0 0 0 0 70 0 0 0 67 0000000 0 58 0 109 479 5:15 PM 0 0 0 0 0 0 0 49 0 1 120 496 5:00 PM 0 0 0 1 0 0 0 46 0 0 0 74 0000000 0 70 0 121 0 4:45 PM 0 0 0 0 0 0 0 51 0 0 129 0 4:30 PM 0 0 0 0 0 0 0 61 0 0 0 68 0000000 0 71 0 126 0 4:15 PM 0 0 0 0 0 0 1 54 0 04:00 PM 0 0 0 0 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tillicum St 0 Logan Ave S Logan Ave S 15-min TotalUTLTTHRT SB 4.9%0.96 TOTAL 5.2%0.96 TH RTUTLTTHRTUTLT WB -- NB 5.6%0.87 Peak Hour: 4:00 PM 5:00 PM HV %:PHF EB -- Date: 05/22/2024 Peak Hour Count Period: 4:00 PM 6:00 PM 0 0 0 2 00 2 0 2 0 N Logan Ave S S Tillicum St Lo g a n A v e S Lo g a n A v e S S Tillicum St 496TEV: 0.96PHF: 0 28 3 28 3 21 2 0 21 2 1 21 3 28 3 0 0 00 1 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 2 0000002Peak Hour 0 0 0 0 0 0 0 2 0 3 0Count Total 0 0 0 0 0 0 0 1 1000000 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 5:30 PM 0 0 0 0 0 0 0 0 1 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 2 2 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 26 0 Interval Start S Tillicum St 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastbound 12 0 0 0 14 0000000 0 22 0 46 0 Peak Hour 0 0 0 0 0 0 0 24 0 0Count Total 0 0 0 0 0 0 0 6 20300030000000 0 1 0 4 20 5:45 PM 0 0 0 0 0 0 0 3 0 0 7 22 5:30 PM 0 0 0 0 0 0 0 4 0 0 0 3 0000000 0 1 0 3 22 5:15 PM 0 0 0 0 0 0 0 2 0 0 6 26 5:00 PM 0 0 0 0 0 0 0 3 0 0 0 3 0000000 0 4 0 6 0 4:45 PM 0 0 0 0 0 0 0 2 0 0 7 0 4:30 PM 0 0 0 0 0 0 0 3 0 0 0 4 0000000 0 3 0 7 0 4:15 PM 0 0 0 0 0 0 0 4 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tillicum St 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 3 4 3 3 1 0 4 19 137012501 2 11 Peak Hour 6 1 23 19 49 1 0 0 0 1 3 6 0Count Total 8 2 41 34 85 2 0 0 41000108:15 AM 1 1 3 3 8 0 0 0 0 0 0 0 8:00 AM 0 0 4 3 7 0 0 0 0 0 0 1 0 0 0 3 7:45 AM 0 0 6 3 9 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 0 0 4 3 7 0 1 0 0 0 1 2 0 0 2 1 7:00 AM 3 1 5 2 11 0 0 0 0 1 1 1 0 1 6 12 0 EB WB NB SB Total East 7:15 AM 1 0 5 2 8 0 0 2 -7%13%HV%-8%33%10%- 1 0 6:45 AM 2 0 9 12 23 0 0 0 0 0 0 0 0 West North South 6:30 AM 1 0 5 0 30 155 1 0 4 18231001180 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 100%-0%10%8%11%-0%6% Peak Hour All 0 26 3 23 1 56 327 3 0 0 0 18 1 49 00102201 12 463 0 HV 0 2 1 3 0 Count Total 0 36 4 47 0 1 2 4 288 19 811 0 90 38635000371001205 0 26 2 100 421 8:15 AM 0 1 1 7 0 0 4 58 1 0 98 450 8:00 AM 0 3 0 6 0 0 0 47 1 0 0 28 20000014 1 36 1 98 463 7:45 AM 0 4 0 2 2 0 12 32 1 0 125 425 7:30 AM 0 7 1 5 0 0 0 41 0 0 1 46 10006010 1 55 5 129 0 7:15 AM 0 12 1 7 6 0 6 38 0 0 111 0 7:00 AM 0 5 1 11 0 0 1 44 0 0 1 45 5000402 0 15 2 60 0 6:45 AM 0 2 0 8 3 1 3 32 0 06:30 AM 0 2 0 1 0 1 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 6:30 AM 8:30 AM SB 9.6%0.81 TOTAL 10.6%0.90 TH RT WB 5.3%0.68 NB 12.4%0.91 Peak Hour: 6:45 AM 7:45 AM HV %:PHF EB 10.0%0.75 1 0 0 0 1 0 000 0 0 0 1 7 0 5 N Logan Ave S S Tobin St S Tobin St Lo g a n A v e S S Tobin St Lo g a n A v e S 463TEV: 0.9PHF: 12 18 2 4 19 8 19 9 0 18 1 0 19 80 1 15 530 18 6 21 3 0 31 3 26 60 43 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 200 0 0 0 0000 0 1 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 2001000 3 00000 0 0 0 0 Peak Hour 0 1Count Total 0 110000010 0 1 8:15 AM 0 0 0 0 1 8:00 AM 0000000 0 2 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 7:30 AM 1000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 10010006:45 AM 0 0 0 0 0 0 0 06:30 AM RT 49 0 Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 20 1 0 0 18 1000102 RTTHLT RTTHLTRT 0 32 2 85 0 Peak Hour 0 2 1 3 2 0 3 36 2 0Count Total 0 3 1 4 0 0 0 8 31300030000100 0 3 0 7 31 8:15 AM 0 0 0 1 0 0 0 4 0 0 9 35 8:00 AM 0 0 0 0 0 0 0 4 1 0 0 2 1000001 0 2 1 7 49 7:45 AM 0 0 0 0 0 0 0 3 1 0 8 54 7:30 AM 0 0 0 0 0 0 0 4 0 0 0 2 0000001 0 2 0 11 0 7:15 AM 0 0 1 0 1 0 1 4 0 0 23 0 7:00 AM 0 2 0 1 0 0 0 9 0 0 0 12 0000000 0 6 0 12 0 6:45 AM 0 0 0 2 0 0 0 5 0 0 TH RT 6:30 AM 0 1 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 1 0 3 3 13 3 1 25 196012643 4 7 Peak Hour 8 1 19 26 54 1 0 0 2 1 6 7 7Count Total 9 2 31 41 83 3 0 1 01000102:45 PM 0 0 1 6 7 0 3 0 2 0 1 6 2:30 PM 0 1 2 2 5 1 0 2 0 0 0 3 4 0 0 0 2:15 PM 0 0 1 3 4 0 0 0 0 1 1 3 0 0 3 0 2:00 PM 4 0 12 3 19 0 1 0 0 0 1 0 0 0 0 0 1:30 PM 2 1 2 8 13 0 0 0 0 0 0 1 0 0 3 5 0 EB WB NB SB Total East 1:45 PM 2 0 4 12 18 0 0 0 -25%5%HV%-6%0%11%- 0 0 1:15 PM 0 0 8 4 12 0 0 0 0 0 0 0 1 West North South 1:00 PM 1 0 1 0 24 242 4 0 6 28454007270 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%9%8%8%-0%4% Peak Hour All 0 36 6 61 0 40 436 9 0 0 0 25 1 54 00106130 13 703 0 HV 0 2 0 6 0 Count Total 0 60 12 88 0 0 12 21 533 22 1,294 0 161 68335201962000702 5 69 3 179 700 2:45 PM 0 5 1 10 15 0 3 58 0 0 160 703 2:30 PM 0 13 2 10 0 0 1 71 0 0 0 54 4003705 0 66 2 183 667 2:15 PM 0 5 0 11 8 0 10 51 2 0 178 611 2:00 PM 0 20 3 19 0 0 2 50 2 0 4 80 4001705 2 84 3 182 0 1:45 PM 0 7 2 16 5 0 4 70 0 0 124 0 1:30 PM 0 4 1 8 0 0 1 46 2 0 5 46 2001804 4 38 2 127 0 1:15 PM 0 1 2 7 4 0 7 55 1 01:00 PM 0 5 1 7 0 0 3 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 1:00 PM 3:00 PM SB 8.6%0.85 TOTAL 7.7%0.96 TH RT WB 2.9%0.85 NB 7.0%0.89 Peak Hour: 1:30 PM 2:30 PM HV %:PHF EB 8.3%0.57 1 0 0 0 1 0 000 0 0 0 3 6 4 6 N Logan Ave S S Tobin St S Tobin St Lo g a n A v e S S Tobin St Lo g a n A v e S 703TEV: 0.96PHF: 13 28 4 6 30 3 30 5 0 27 7 0 34 160 4 24 224 27 0 33 8 0 54 6 36 96 44 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 1 0 0 0 0 0 0 0 100 0 0 0 300 0 0 0 0000 0 1 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 2001000 6 00011 0 0 0 0 Peak Hour 0 1Count Total 0 510000010 3 5 2:45 PM 0 1 1 0 2 2:30 PM 0000000 1 2 2:15 PM 0 0 0 0 0 0 0 0 1 0 0 0 1 2:00 PM 1000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 01:00 PM RT 54 0 Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 13 0 0 0 25 1000106 RTTHLT RTTHLTRT 0 38 3 83 0 Peak Hour 0 2 0 6 2 0 7 23 1 0Count Total 0 3 0 6 0 0 0 7 35100051000000 0 2 0 5 46 2:45 PM 0 0 0 0 1 0 0 2 0 0 4 54 2:30 PM 0 0 0 0 0 0 0 1 0 0 0 2 1000000 0 3 0 19 62 2:15 PM 0 0 0 0 0 0 6 6 0 0 18 48 2:00 PM 0 1 0 3 0 0 0 4 0 0 0 12 0000000 0 8 0 13 0 1:45 PM 0 0 0 2 1 0 0 2 0 0 12 0 1:30 PM 0 1 0 1 0 0 0 6 1 0 0 3 1000001 0 3 0 5 0 1:15 PM 0 0 0 0 0 0 0 1 0 0 TH RT 1:00 PM 0 1 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 2 2 1 1 1 1 2 11 62012220 2 3 Peak Hour 1 1 9 12 23 1 0 0 1 1 4 3 3Count Total 1 1 21 20 43 2 1 0 00000015:45 PM 0 0 3 3 6 0 0 0 0 0 1 0 5:30 PM 0 0 3 1 4 0 0 0 1 0 2 0 0 1 1 0 5:15 PM 0 0 4 3 7 1 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 2 1 3 0 0 0 0 1 1 1 1 0 1 0 4:30 PM 0 0 2 3 5 0 0 0 0 0 1 1 1 0 2 5 0 EB WB NB SB Total East 4:45 PM 0 1 2 3 6 0 0 0 -0%5%HV%-5%0%0%- 0 1 4:15 PM 0 0 3 4 7 1 0 0 0 0 0 0 0 West North South 4:00 PM 1 0 2 0 17 175 1 0 13 25843015190 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-8%4%0%4%0%0%5% Peak Hour All 0 20 1 30 0 31 340 4 0 0 1 11 0 23 0010090 11 564 0 HV 0 1 0 0 0 Count Total 0 40 3 79 0 2 13 22 470 16 1,050 0 106 48631102570002203 1 40 3 97 515 5:45 PM 0 5 0 3 1 0 1 40 1 0 156 556 5:30 PM 0 2 0 6 0 0 2 53 1 0 5 58 1001408 1 57 1 127 544 5:15 PM 0 11 0 14 4 0 2 41 0 0 135 564 5:00 PM 0 2 2 13 0 1 3 34 1 0 3 67 4001802 3 65 2 138 0 4:45 PM 0 5 1 9 2 0 8 39 0 0 144 0 4:30 PM 0 6 0 10 0 0 3 52 0 0 3 65 2010405 4 61 3 147 0 4:15 PM 0 4 0 8 5 0 2 50 0 04:00 PM 0 5 0 16 0 0 1 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 4:00 PM 6:00 PM SB 4.3%0.95 TOTAL 4.1%0.96 TH RT WB 4.0%0.69 NB 4.7%0.85 Peak Hour: 4:00 PM 5:00 PM HV %:PHF EB 1.6%0.76 0 1 0 0 1 0 000 0 0 0 0 2 2 2 N Logan Ave S S Tobin St S Tobin St Lo g a n A v e S S Tobin St Lo g a n A v e S 564TEV: 0.96PHF: 11 25 8 13 28 2 21 4 0 19 5 1 25 150 1 17 517 19 3 30 2 0 43 1 20 64 33 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 1 0 0 0 0 0 0 0 0 0 0 010 0 0 0 020 0 0 0 0000 0 0 0 01 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 2001000 4 00100 0 0 0 0 Peak Hour 0 1Count Total 0 200000000 0 3 5:45 PM 0 0 0 0 3 5:30 PM 2000010 0 2 5:15 PM 0 0 0 0 1 0 0 0 0 0 0 0 2 5:00 PM 1000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 10000004:15 PM 0 0 0 0 0 0 0 04:00 PM RT 23 0 Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 9 0 0 1 11 0000100 RTTHLT RTTHLTRT 1 19 0 43 0 Peak Hour 0 1 0 0 1 0 0 21 0 0Count Total 0 1 0 0 0 0 0 6 20300030000000 0 1 0 4 20 5:45 PM 0 0 0 0 0 0 0 3 0 0 7 21 5:30 PM 0 0 0 0 0 0 0 4 0 0 0 3 0000000 0 1 0 3 21 5:15 PM 0 0 0 0 0 0 0 2 0 0 6 23 5:00 PM 0 0 0 0 0 0 0 2 0 0 1 2 0000100 0 3 0 5 0 4:45 PM 0 0 0 0 0 0 0 2 0 0 7 0 4:30 PM 0 0 0 0 0 0 0 3 0 0 0 4 0000000 0 2 0 5 0 4:15 PM 0 0 0 0 0 0 0 2 0 0 TH RT 4:00 PM 0 1 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 10 13 26 6 7 6 5 75 551501111209 13 18 Peak Hour 0 39 25 18 82 0 0 0 0 2 2 15 29Count Total 0 72 50 29 151 0 3 1 00001118:15 AM 0 6 4 2 12 0 0 1 2 1 2 1 8:00 AM 0 8 6 3 17 0 0 0 0 0 0 2 2 2 0 6 7:45 AM 0 14 9 2 25 0 0 0 0 0 0 0 0 12 3 6 7:30 AM 0 11 6 2 19 0 0 0 0 1 1 5 1 3 3 0 7:00 AM 0 8 3 4 15 0 0 0 0 0 0 0 7 3 4 15 0 EB WB NB SB Total East 7:15 AM 0 9 7 3 19 0 0 6 -12%35%HV%----- 0 0 6:45 AM 0 11 9 9 29 0 0 0 0 0 0 0 2 West North South 6:30 AM 0 5 6 6 68 49 0 0 0 6800214121270 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---21%3%9%29%7%2% Peak Hour All 0 0 0 261 0 96 112 0 0 0 0 14 4 82 030308170 142 887 0 HV 0 0 0 0 0 Count Total 0 0 0 0 0 43 739 0 130 196 1,577 0 194 75813000221905992907 0 18 15 187 825 8:15 AM 0 0 0 0 45 0 4 20 0 0 195 875 8:00 AM 0 0 0 0 0 6 79 21 0 0 0 15 14088938010 0 14 24 182 887 7:45 AM 0 0 0 0 31 0 11 13 0 0 261 819 7:30 AM 0 0 0 0 0 5 84 13 0 0 0 14 440712739017 0 20 46 237 0 7:15 AM 0 0 0 0 24 0 18 6 0 0 207 0 7:00 AM 0 0 0 0 0 3 120 17 0 0 0 20 28068133022 0 7 6 114 0 6:45 AM 0 0 0 0 22 0 7 9 0 06:30 AM 0 0 0 0 0 3 60 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 6:30 AM 8:30 AM SB 8.6%0.80 TOTAL 9.2%0.85 TH RT WB 7.0%0.81 NB 21.4%0.75 Peak Hour: 6:45 AM 7:45 AM HV %:PHF EB -- 0 0 0 0 1 0 000 0 0 0 9 15 20 11 N Logan Ave S S 2nd St S 2nd St Lo g a n A v e S S 2nd St Lo g a n A v e S 887TEV: 0.85PHF: 14 2 68 0 21 0 17 6 0 127 412 21 560 00 04968 11 7 89 0 0 0 0 0 622 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 1 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 1001000 2 00000 0 0 0 1 Peak Hour 0 2Count Total 0 110000000 0 1 8:15 AM 0 0 0 0 1 8:00 AM 0000000 0 1 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 1000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 06:30 AM RT 82 0 Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 17 0 0 0 14 40630308 RTTHLT RTTHLTRT 0 21 8 151 0 Peak Hour 0 0 0 0 4 0 17 33 0 0Count Total 0 0 0 0 0 13 55 12 73200020023102 0 2 1 17 80 8:15 AM 0 0 0 0 0 0 2 4 0 0 25 78 8:00 AM 0 0 0 0 0 1 7 6 0 0 0 1 10410003 0 2 0 19 82 7:45 AM 0 0 0 0 1 0 1 5 0 0 19 78 7:30 AM 0 0 0 0 0 1 9 4 0 0 0 3 0036003 0 4 0 15 0 7:15 AM 0 0 0 0 0 0 1 2 0 0 29 0 7:00 AM 0 0 0 0 0 1 7 6 0 0 0 5 4018203 0 2 2 15 0 6:45 AM 0 0 0 0 0 0 2 4 0 0 TH RT 6:30 AM 0 0 0 0 0 0 5 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 9 6 9 17 61 17 8 19 146 1041902355129 40 34 Peak Hour 0 33 9 25 67 0 1 1 0 2 3 9 63Count Total 0 70 20 37 127 0 7 1 80000032:45 PM 0 8 2 4 14 0 0 1 4 2 1 6 2:30 PM 0 6 1 2 9 0 0 0 0 0 0 1 7 3 24 2 2:15 PM 0 8 1 5 14 0 0 1 0 1 2 3 32 10 2 5 2:00 PM 0 6 1 11 18 0 0 0 0 1 1 0 2 0 6 5 1:30 PM 0 10 2 4 16 0 0 0 0 0 0 0 0 1 3 11 0 EB WB NB SB Total East 1:45 PM 0 9 5 5 19 0 0 1 -5%6%HV%----- 7 1 1:15 PM 0 16 7 3 26 0 0 0 0 0 0 0 1 West North South 1:00 PM 0 7 1 5 64 105 0 0 0 21300313831590 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---8%9%6%16%7%2% Peak Hour All 0 0 0 289 0 132 186 0 0 0 0 17 8 67 02530360 88 1,043 0 HV 0 0 0 0 0 Count Total 0 0 0 0 0 66 740 1 378 144 1,936 0 250 972180006930149320033 1 44 5 228 1,008 2:45 PM 0 0 0 0 36 0 27 20 0 0 254 1,043 2:30 PM 0 0 0 0 0 9 86 28 0 0 0 41 10099750019 0 57 15 240 999 2:15 PM 0 0 0 0 27 0 30 18 0 0 286 964 2:00 PM 0 0 0 0 0 6 87 21 0 0 0 58 37051154109 0 57 26 263 0 1:45 PM 0 0 0 0 41 0 6 38 0 0 210 0 1:30 PM 0 0 0 0 0 11 84 27 0 0 0 30 2605853106 0 22 22 205 0 1:15 PM 0 0 0 0 43 0 2 16 0 01:00 PM 0 0 0 0 0 7 93 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 1:00 PM 3:00 PM SB 8.3%0.79 TOTAL 6.4%0.91 TH RT WB 5.8%0.89 NB 5.3%0.88 Peak Hour: 1:30 PM 2:30 PM HV %:PHF EB -- 0 0 0 0 2 0 000 0 1 0 29 19 51 5 N Logan Ave S S 2nd St S 2nd St Lo g a n A v e S S 2nd St Lo g a n A v e S 1,043TEV: 0.91PHF: 88 21 3 0 30 1 26 4 0 159 383 31 573 00 0 10 564 16 9 24 4 0 0 0 0 0 535 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 1 0 0 1 0 0 0 0 0 0 0 000 0 1 0 000 0 1 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 1 0 0 0 0 0 THLT 3002000 3 00000 0 0 0 0 Peak Hour 0 2Count Total 0 200000000 0 3 2:45 PM 0 0 0 0 3 2:30 PM 0000000 2 3 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 PM 1000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 01:00 PM RT 67 0 Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 6 0 0 0 17 80525303 RTTHLT RTTHLTRT 0 25 12 127 0 Peak Hour 0 0 0 0 11 0 7 13 0 0Count Total 0 0 0 0 0 8 51 14 55100040017001 0 1 1 9 60 2:45 PM 0 0 0 0 1 0 0 1 0 0 14 67 2:30 PM 0 0 0 0 0 1 4 1 0 0 0 2 3034100 0 9 2 18 79 2:15 PM 0 0 0 0 0 0 0 1 0 0 19 72 2:00 PM 0 0 0 0 0 1 5 3 0 0 0 3 2016202 0 3 1 16 0 1:45 PM 0 0 0 0 0 0 1 1 0 0 26 0 1:30 PM 0 0 0 0 0 0 10 4 0 0 0 1 2009703 0 2 1 11 0 1:15 PM 0 0 0 0 0 0 0 1 0 0 TH RT 1:00 PM 0 0 0 0 0 1 6 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 8 18 25 10 10 14 8 4 97 592702481311 21 36 Peak Hour 0 37 10 15 62 0 2 3 0 3 6 16 24Count Total 0 71 19 28 118 0 1 2 00100115:45 PM 0 9 3 3 15 0 0 0 2 1 5 8 5:30 PM 0 7 3 1 11 0 0 0 0 0 2 2 3 1 2 4 5:15 PM 0 7 6 3 16 0 2 0 0 0 0 2 2 1 5 2 5:00 PM 0 8 2 2 12 0 0 0 0 0 0 2 7 3 13 2 4:30 PM 0 16 0 4 20 0 0 0 0 0 0 5 5 6 4 14 0 EB WB NB SB Total East 4:45 PM 0 6 2 6 14 2 2 2 -2%11%HV%----- 1 2 4:15 PM 0 9 2 5 16 0 0 0 0 1 1 2 3 West North South 4:00 PM 0 9 1 8 81 71 0 0 0 18700763951190 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---5%13%6%11%7%2% Peak Hour All 0 0 0 238 0 151 126 0 0 0 0 10 5 62 02720280 39 968 0 HV 0 0 0 0 0 Count Total 0 0 0 0 0 116 785 0 350 88 1,854 0 207 91913000342507962408 0 33 15 206 947 5:45 PM 0 0 0 0 25 0 6 12 0 0 255 968 5:30 PM 0 0 0 0 0 9 106 22 0 0 0 52 19022984002 0 38 8 251 959 5:15 PM 0 0 0 0 20 0 31 17 0 0 235 935 5:00 PM 0 0 0 0 0 23 114 17 0 0 0 51 80178927026 0 46 4 227 0 4:45 PM 0 0 0 0 32 0 22 15 0 0 246 0 4:30 PM 0 0 0 0 0 14 94 17 0 0 0 52 40149934026 0 44 5 227 0 4:15 PM 0 0 0 0 36 0 30 13 0 04:00 PM 0 0 0 0 0 10 89 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 4:00 PM 6:00 PM SB 6.6%0.80 TOTAL 6.4%0.95 TH RT WB 6.3%0.92 NB 6.6%0.79 Peak Hour: 4:30 PM 5:30 PM HV %:PHF EB -- 0 0 0 0 2 0 000 0 2 0 11 27 13 8 N Logan Ave S S 2nd St S 2nd St Lo g a n A v e S S 2nd St Lo g a n A v e S 968TEV: 0.95PHF: 39 18 7 0 22 6 19 0 0 119 395 76 590 00 07181 15 2 26 3 0 0 0 0 0 515 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 2 0 0 0 0 0 0 0 0 0 0 0 1 0 000 0 2 0 000 0 3 0 0000 0 0 0 00 0 THLT 01000000 0 00 0 0 0 0 0 0 0 0 0 THLT 4002000 6 00000 0 0 0 0 Peak Hour 0 3Count Total 0 310000000 0 2 5:45 PM 0 0 0 0 4 5:30 PM 2000000 0 2 5:15 PM 0 0 0 0 0 0 0 0 0 0 2 0 3 5:00 PM 0000 2 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 1 04:00 PM RT 62 0 Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 8 0 0 0 10 50827202 RTTHLT RTTHLTRT 0 20 8 118 0 Peak Hour 0 0 0 0 5 0 4 15 0 0Count Total 0 0 0 0 0 10 56 15 54200030017101 0 1 0 11 53 5:45 PM 0 0 0 0 1 0 1 2 0 0 16 62 5:30 PM 0 0 0 0 0 1 5 4 0 0 0 3 0016002 0 1 1 12 62 5:15 PM 0 0 0 0 0 0 0 2 0 0 14 64 5:00 PM 0 0 0 0 0 3 5 2 0 0 0 4 2005100 0 2 2 20 0 4:45 PM 0 0 0 0 1 0 0 0 0 0 16 0 4:30 PM 0 0 0 0 0 4 11 2 0 0 0 4 1008100 0 2 2 14 0 4:15 PM 0 0 0 0 0 0 0 1 0 0 TH RT 4:00 PM 0 0 0 0 0 0 9 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 1 1 1 1 1 0 0 6 40000103 5 0 Peak Hr 0 45 0 2 47 0 0 0 0 0 0 1 0Count Total 0 78 0 3 81 0 0 0 00000008:15 AM 0 5 0 1 6 0 0 0 0 0 0 0 8:00 AM 0 11 0 0 11 0 0 0 0 0 0 0 0 1 0 0 7:45 AM 0 15 0 1 16 0 0 0 0 0 0 1 0 0 1 0 7:30 AM 0 11 0 1 12 0 0 0 0 0 0 0 0 1 0 0 7:00 AM 0 10 0 0 10 0 0 0 0 0 0 0 0 1 0 8 0 EB WB NB SB Total East 7:15 AM 0 9 0 0 9 0 0 0 ---HV%----- 1 0 6:45 AM 0 9 0 0 9 0 0 0 0 0 0 0 0 West North South 6:30 AM 0 8 0 0 0 0 0 1 1 0000429850 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total -0%0%-11%9%-10%4% Peak Hour All 0 0 0 120 0 0 0 0 1 0 0 0 2 47 04230000 18 534 0 HV 0 0 0 0 0 Count Total 0 0 0 0 0 0 758 1 0 33 913 0 108 4520000050095800 0 0 7 106 506 8:15 AM 0 0 0 0 10 0 0 0 0 0 124 534 8:00 AM 0 0 0 0 0 0 89 0 0 0 0 0 10001001400 0 0 3 114 508 7:45 AM 0 0 0 0 18 0 0 0 0 0 162 461 7:30 AM 0 0 0 0 0 0 93 0 0 0 0 0 2001352500 1 0 3 134 0 7:15 AM 0 0 0 0 28 0 0 0 0 1 98 0 7:00 AM 0 0 0 0 0 0 101 0 0 0 0 0 100851200 0 0 2 67 0 6:45 AM 0 0 0 0 5 0 0 0 0 06:30 AM 0 0 0 0 0 0 60 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min TotalUTLTTHRT SB 10.0%0.50 TOTAL 8.8%0.82 TH RTUTLTTHRTUTLT WB 8.8%0.80 NB -- Peak Hour: 7:00 AM 8:00 AM HV %:PHF EB -- Date: 05/22/2024 Peak Hour Count Period: 6:30 AM 8:30 AM 0 0 0 0 0 0 3 0 0 1 N Lake Ave S S 2nd St S 2nd St La k e A v e S S 2nd St 534TEV: 0.82PHF: 18 1 20 86 1 85 429 514 10 0 00 447 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0000000 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 6:30 AM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 47 0 Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastbound 0 0 0 0 0 20042300 0 0 3 81 0 Peak Hour 0 0 0 0 5 0 0 0 0 0Count Total 0 0 0 0 0 0 73 6 45000001005000 0 0 0 11 48 8:15 AM 0 0 0 0 1 0 0 0 0 0 16 47 8:00 AM 0 0 0 0 0 0 10 0 0 0 0 0 10013200 0 0 1 12 40 7:45 AM 0 0 0 0 0 0 0 0 0 0 9 36 7:30 AM 0 0 0 0 0 0 11 0 0 0 0 0 0008100 0 0 0 10 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 9 0 7:00 AM 0 0 0 0 0 0 10 0 0 0 0 0 0009000 0 0 0 8 0 6:45 AM 0 0 0 0 1 0 0 0 0 0 TH RT 6:30 AM 0 0 0 0 0 0 7 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastboundWestbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 4 12 0 4 3 3 4 32 1900011009 16 0 Peak Hr 0 34 0 0 34 0 1 2 0 0 2 16 0Count Total 0 68 0 0 68 0 0 4 00000002:45 PM 0 7 0 0 7 0 1 1 0 2 0 0 2:30 PM 0 6 0 0 6 0 1 0 0 0 0 1 0 2 3 0 2:15 PM 0 9 0 0 9 0 0 1 0 0 1 1 0 0 0 0 2:00 PM 0 7 0 0 7 0 0 0 0 0 0 0 0 4 0 0 1:30 PM 0 9 0 0 9 0 0 0 0 0 0 3 0 1 0 9 0 EB WB NB SB Total East 1:45 PM 0 9 0 0 9 0 0 8 ---HV%----- 0 0 1:15 PM 0 12 0 0 12 0 0 0 0 0 0 2 0 West North South 1:00 PM 0 9 0 0 0 0 0 0 0 00004981290 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ----0%5%-7%1% Peak Hour All 0 0 0 231 0 0 0 0 0 0 0 0 0 34 03310000 100 727 0 HV 0 0 0 0 0 Count Total 0 0 0 0 0 0 932 1 0 183 1,347 0 166 7150000031001122300 1 0 19 152 727 2:45 PM 0 0 0 0 23 0 0 0 0 0 170 727 2:30 PM 0 0 0 0 0 0 109 0 0 0 0 0 12001184000 0 0 23 227 715 2:15 PM 0 0 0 0 47 0 0 0 0 0 178 632 2:00 PM 0 0 0 0 0 0 157 0 0 0 0 0 37001202100 0 0 28 152 0 1:45 PM 0 0 0 0 21 0 0 0 0 0 158 0 1:30 PM 0 0 0 0 0 0 103 0 0 0 0 0 15001152800 0 0 18 144 0 1:15 PM 0 0 0 0 28 0 0 0 0 01:00 PM 0 0 0 0 0 0 98 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min TotalUTLTTHRT SB 0.0%0.68 TOTAL 4.7%0.80 TH RTUTLTTHRTUTLT WB 5.4%0.77 NB -- Peak Hour: 1:30 PM 2:30 PM HV %:PHF EB -- Date: 05/22/2024 Peak Hour Count Period: 1:00 PM 3:00 PM 0 0 0 0 1 0 9 0 0 10 N Lake Ave S S 2nd St S 2nd St La k e A v e S S 2nd St 727TEV: 0.8PHF: 10 0 0 10 0 12 9 0 129 498 627 00 0 00 598 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 1 0100000Peak Hour 0 0 0 0 0 0 0 0 0 2 0Count Total 0 0 0 0 0 2 0 0 2000000 1 2 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:30 PM 0 0 0 0 0 1 0 0 0 0 0 02:15 PM 0 0 0 0 0 0 0 0 0 1 1 0 2:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 1:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 34 0 Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastbound 0 0 0 0 0 00033100 0 0 0 68 0 Peak Hour 0 0 0 0 1 0 0 0 0 0Count Total 0 0 0 0 0 0 67 7 29000000007000 0 0 0 6 31 2:45 PM 0 0 0 0 0 0 0 0 0 0 9 34 2:30 PM 0 0 0 0 0 0 6 0 0 0 0 0 0009000 0 0 0 7 37 2:15 PM 0 0 0 0 1 0 0 0 0 0 9 39 2:00 PM 0 0 0 0 0 0 6 0 0 0 0 0 0009000 0 0 0 9 0 1:45 PM 0 0 0 0 0 0 0 0 0 0 12 0 1:30 PM 0 0 0 0 0 0 9 0 0 0 0 0 00012000 0 0 0 9 0 1:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 1:00 PM 0 0 0 0 0 0 9 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastboundWestbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 5 0 3 3 1 0 2 4 18 60000303 7 0 Peak Hr 0 29 0 1 30 0 0 0 0 0 0 11 0Count Total 0 70 0 1 71 0 0 1 00000035:45 PM 0 8 0 0 8 0 0 1 0 1 0 0 5:30 PM 0 6 0 0 6 0 0 0 0 0 0 0 0 0 1 0 5:15 PM 0 9 0 0 9 0 0 0 0 0 0 0 0 0 1 0 5:00 PM 0 7 0 0 7 0 0 0 0 0 0 2 0 2 0 0 4:30 PM 0 12 0 0 12 0 0 0 0 0 0 0 0 0 0 13 0 EB WB NB SB Total East 4:45 PM 0 7 0 1 8 0 0 1 ---HV%----- 1 0 4:15 PM 0 8 0 0 8 0 0 0 0 0 0 4 0 West North South 4:00 PM 0 13 0 0 0 0 0 0 0 0000487620 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ----2%5%-6%2% Peak Hour All 0 0 0 124 0 0 0 0 0 0 0 0 1 30 02810000 48 597 0 HV 0 0 0 0 0 Count Total 0 0 0 0 0 0 920 0 0 104 1,148 0 128 580000001500104900 0 0 13 147 597 5:45 PM 0 0 0 0 10 0 0 0 0 0 154 586 5:30 PM 0 0 0 0 0 0 124 0 0 0 0 0 12001251700 0 0 10 151 575 5:15 PM 0 0 0 0 18 0 0 0 0 0 145 568 5:00 PM 0 0 0 0 0 0 123 0 0 0 0 0 13001151700 0 0 15 136 0 4:45 PM 0 0 0 0 17 0 0 0 0 0 143 0 4:30 PM 0 0 0 0 0 0 104 0 0 0 0 0 13001131700 0 0 13 144 0 4:15 PM 0 0 0 0 19 0 0 0 0 04:00 PM 0 0 0 0 0 0 112 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min TotalUTLTTHRT SB 2.1%0.92 TOTAL 5.0%0.97 TH RTUTLTTHRTUTLT WB 5.3%0.97 NB -- Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB -- Date: 05/22/2024 Peak Hour Count Period: 4:00 PM 6:00 PM 0 0 0 0 0 0 3 0 0 3 N Lake Ave S S 2nd St S 2nd St La k e A v e S S 2nd St 597TEV: 0.97PHF: 48 0 48 62 0 62 487 549 00 0 00 535 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0000000 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 30 0 Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastbound 0 0 0 0 0 10028100 0 0 1 71 0 Peak Hour 0 0 0 0 2 0 0 0 0 0Count Total 0 0 0 0 0 0 68 8 30000000008000 0 0 0 6 30 5:45 PM 0 0 0 0 0 0 0 0 0 0 9 36 5:30 PM 0 0 0 0 0 0 6 0 0 0 0 0 0009000 0 0 0 7 35 5:15 PM 0 0 0 0 1 0 0 0 0 0 8 41 5:00 PM 0 0 0 0 0 0 6 0 0 0 0 0 1007000 0 0 0 12 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 8 0 4:30 PM 0 0 0 0 0 0 12 0 0 0 0 0 0008000 0 0 0 13 0 4:15 PM 0 0 0 0 1 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 12 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastboundWestbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 1 0 3 1 0 7 5 17 40000013 12 1 Peak Hour 2 1 2 1 6 0 0 0 0 0 0 0 4Count Total 3 1 5 1 10 0 2 3 00000008:15 AM 1 0 1 0 2 0 0 0 1 6 0 0 8:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 1 1 1 3 0 0 0 0 0 0 0 1 0 3 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 EB WB NB SB Total East 7:15 AM 2 0 1 0 3 0 0 0 -0%4%HV%-17%0%10%- 0 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 West North South 6:30 AM 0 0 1 0 16 56 10 0 6 201004900 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%5%0%4%0%11%- Peak Hour All 0 6 30 2 0 21 80 12 0 0 0 1 0 6 0100020 3 170 0 HV 0 1 0 1 0 Count Total 0 15 50 20 0 5 19 11 29 5 269 0 25 121510231011201 0 5 0 28 144 8:15 AM 0 3 2 3 0 0 2 5 0 0 39 170 8:00 AM 0 4 5 4 0 0 3 7 2 0 0 12 0022005 0 1 1 29 157 7:45 AM 0 2 5 2 0 0 3 13 1 0 48 148 7:30 AM 0 0 4 2 0 0 4 19 4 0 2 2 2001003 4 5 0 54 0 7:15 AM 0 3 8 4 0 0 5 17 3 0 26 0 7:00 AM 0 1 13 2 0 2 2 10 0 0 2 0 0002002 1 1 1 20 0 6:45 AM 0 2 7 1 0 0 0 4 1 06:30 AM 0 0 6 2 0 0 4 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 6:30 AM 8:30 AM SB 3.4%0.60 TOTAL 3.5%0.79 TH RT WB 7.7%0.81 NB 2.4%0.79 Peak Hour: 7:00 AM 8:00 AM HV %:PHF EB 4.3%0.72 0 0 0 0 0 0 000 0 0 0 3 0 1 0 N Lake Ave S S Tobin St S Tobin St La k e A v e S S Tobin St La k e A v e S 170TEV: 0.79PHF: 3 20 6 29 62 0 0 9 4 13 460 105616 8234 0 10 30 6 46 28 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 00000 0 0 0 0 Peak Hour 0 0Count Total 0 000000000 0 0 8:15 AM 0 0 0 0 0 8:00 AM 0000000 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 06:30 AM RT 6 0 Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One Hour 2 0 0 0 1 0001000 RTTHLT RTTHLTRT 0 1 0 10 0 Peak Hour 0 1 0 1 0 0 0 4 1 0Count Total 0 1 1 1 0 0 1 2 6100000000000 0 0 0 1 7 8:15 AM 0 0 1 0 0 0 0 1 0 0 3 6 8:00 AM 0 0 0 0 0 0 0 1 0 0 0 1 0001000 0 0 0 0 3 7:45 AM 0 0 0 0 0 0 0 0 0 0 3 4 7:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 0000000 0 0 0 0 0 7:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 0 6:45 AM 0 0 0 0 0 0 0 0 1 0 TH RT 6:30 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 6 6 5 2 1 2 6 28 141000067 10 3 Peak Hour 0 1 1 0 2 0 0 0 0 0 0 0 15Count Total 0 2 1 0 3 0 5 1 00000002:45 PM 0 0 0 0 0 0 0 0 0 0 2 1 2:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 2 3 0 2:00 PM 0 1 1 0 2 0 0 0 0 0 0 0 3 3 0 0 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4 2 0 0 0 EB WB NB SB Total East 1:45 PM 0 0 0 0 0 0 0 0 -0%0%HV%-0%0%0%- 0 0 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 West North South 1:00 PM 0 0 0 1 22 80 33 0 10 59200262100 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 3%-0%0%0%1%4%0%- Peak Hour All 0 8 48 3 0 34 155 55 0 0 0 0 0 2 0000001 12 339 0 HV 0 0 0 0 0 Count Total 0 19 65 43 0 50 43 14 94 20 595 0 72 310194021720110003 1 8 1 61 332 2:45 PM 0 5 7 2 2 0 3 17 4 0 78 339 2:30 PM 0 0 4 7 0 5 9 24 8 0 3 6 30540010 3 14 4 99 314 2:15 PM 0 2 12 1 0 0 3 30 15 0 94 285 2:00 PM 0 1 13 7 0 5 4 11 7 0 3 22 50116004 1 17 0 68 0 1:45 PM 0 2 15 8 0 0 5 15 3 0 53 0 1:30 PM 0 3 8 4 0 5 7 22 4 0 0 4 2043003 1 6 3 70 0 1:15 PM 0 2 3 6 1 0 3 17 10 01:00 PM 0 4 3 8 0 4 10 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 1:00 PM 3:00 PM SB 0.0%0.68 TOTAL 0.6%0.86 TH RT WB 2.1%0.69 NB 0.7%0.70 Peak Hour: 1:30 PM 2:30 PM HV %:PHF EB 0.0%0.76 0 0 0 0 0 0 000 0 0 0 7 1 6 0 N Lake Ave S S Tobin St S Tobin St La k e A v e S S Tobin St La k e A v e S 339TEV: 0.86PHF: 12 59 10 81 88 0 0 21 26 47 910 338022 13 5 10 5 0 20 48 8 76 55 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 00000 0 0 0 0 Peak Hour 0 0Count Total 0 000000000 0 0 2:45 PM 0 0 0 0 0 2:30 PM 0000000 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 01:00 PM RT 2 0 Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One Hour 0 1 0 0 0 0010000 RTTHLT RTTHLTRT 0 0 0 3 0 Peak Hour 0 0 0 0 0 0 0 0 1 0Count Total 0 0 0 0 0 1 1 0 3000000000000 0 0 0 1 3 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 2 2:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 0000000 0 0 0 2 2 2:15 PM 0 0 0 0 0 0 0 0 1 0 0 0 2:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0000000 0 0 0 0 0 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 1:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 1:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 0 0 0 1 0 2 1 5 10000001 2 0 Peak Hour 1 0 0 0 1 0 0 0 0 0 1 0 3Count Total 2 0 1 0 3 1 1 0 00000005:45 PM 0 0 0 0 0 0 0 0 2 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 EB WB NB SB Total East 4:45 PM 0 0 0 0 0 0 0 0 -0%0%HV%-25%0%0%- 1 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 West North South 4:00 PM 1 0 1 0 12 55 16 0 2 13160121810 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%0%1%0%0%0% Peak Hour All 0 4 32 1 0 24 91 29 1 0 0 0 0 1 0000000 7 188 0 HV 0 1 0 0 0 Count Total 1 8 54 44 0 27 30 5 29 13 357 0 39 175810051032002 0 3 1 34 176 5:45 PM 0 1 6 10 0 0 5 4 2 0 49 188 5:30 PM 1 1 4 6 0 4 3 11 6 0 1 1 3025006 0 2 3 53 184 5:15 PM 0 1 8 5 1 0 3 16 2 0 40 182 5:00 PM 0 1 13 3 0 5 4 16 5 0 1 2 1012001 0 8 0 46 0 4:45 PM 0 0 7 4 0 0 2 12 3 0 45 0 4:30 PM 0 2 4 4 0 4 7 11 5 0 2 4 2053003 1 4 2 51 0 4:15 PM 0 1 3 6 0 0 2 13 5 14:00 PM 0 1 9 6 0 3 4 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.0%0.69 TOTAL 0.5%0.89 TH RT WB 0.0%0.70 NB 0.0%0.90 Peak Hour: 4:30 PM 5:30 PM HV %:PHF EB 1.9%0.76 0 0 0 0 0 0 000 0 0 0 1 0 0 0 N Lake Ave S S Tobin St S Tobin St La k e A v e S S Tobin St La k e A v e S 188TEV: 0.89PHF: 7 13 2 22 60 0 1 18 12 31 500 165512 8341 0 16 32 4 52 37 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 010 0 0 0 0010 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 1 00000 0 0 0 0 Peak Hour 0 0Count Total 0 000000000 0 0 5:45 PM 0 0 0 0 0 5:30 PM 0000000 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 1 04:00 PM RT 1 0 Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One Hour 0 0 0 0 0 0000000 RTTHLT RTTHLTRT 0 0 0 3 0 Peak Hour 0 1 0 0 0 0 1 0 0 0Count Total 0 1 1 0 0 0 0 0 1000000000000 0 0 0 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 2 5:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 2 0 4:15 PM 0 0 0 0 0 0 1 0 0 0 TH RT 4:00 PM 0 0 1 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 1 1 11000000 0 1 Peak Hr 75 0 15 40 130 0 0 0 0 1 1 0 0Count Total 146 0 41 91 278 0 0 0 10000008:15 AM 16 0 4 12 32 0 0 0 0 0 0 0 8:00 AM 21 0 4 8 33 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 18 0 4 13 35 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 20 0 3 7 30 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 15 0 5 11 31 0 0 0 0 1 1 0 0 0 16 35 0 EB WB NB SB Total East 7:15 AM 23 0 5 8 36 0 0 0 -1%13%HV%-5%-8%- 0 0 6:45 AM 19 0 11 16 46 0 0 0 0 0 0 0 0 West North South 6:30 AM 14 0 5 0 81 110 0 0 0 755900000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---11%4%5%--- Peak Hour All 0 1,450 0 0 0 153 225 0 0 0 0 8 32 130 00001140 781 2,556 0 HV 0 70 0 5 0 Count Total 0 2,669 0 150 0 0 0 0 157 1,364 4,718 0 643 2,55623000201990000015 0 13 194 619 2,513 8:15 AM 0 367 0 19 0 0 29 33 0 0 650 2,461 8:00 AM 0 336 0 14 0 0 0 27 0 0 0 17 2040000019 0 25 184 644 2,333 7:45 AM 0 371 0 12 0 0 18 27 0 0 600 2,162 7:30 AM 0 376 0 14 0 0 0 29 0 0 0 20 1680000030 0 28 151 567 0 7:15 AM 0 327 0 26 0 0 16 27 0 0 522 0 7:00 AM 0 311 0 34 0 0 0 38 0 0 0 27 1200000013 0 7 144 473 0 6:45 AM 0 302 0 22 0 0 13 21 0 06:30 AM 0 279 0 9 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min TotalUTLTTHRT SB 4.7%0.97 TOTAL 5.1%0.98 TH RTUTLTTHRTUTLT WB -- NB 7.9%0.77 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 5.0%0.97 Date: 05/22/2024 Peak Hour Count Period: 6:30 AM 8:30 AM 0 0 0 0 00 0 1 0 0 N Logan Ave S Airport Way Lo g a n A v e S Lo g a n A v e S Airport Way 2,556TEV: 0.98PHF: 78 1 75 85 6 1, 5 6 0 0 11 081 19 1 13 4 0 59 1,4501,509 862 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 1 0 1 0Count Total 0 0 0 0 0 0 0 0 0000000 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 1 1 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 6:30 AM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 130 0 Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastbound 14 0 0 0 8 32000001 0 23 68 278 0 Peak Hour 0 70 0 5 0 0 5 36 0 0Count Total 0 134 0 12 0 0 0 32 1303000210000001 0 2 6 33 134 8:15 AM 0 14 0 2 0 0 0 4 0 0 35 132 8:00 AM 0 20 0 1 0 0 0 4 0 0 0 2 11000000 0 2 5 30 143 7:45 AM 0 17 0 1 0 0 0 3 0 0 36 148 7:30 AM 0 19 0 1 0 0 0 4 0 0 0 2 6000001 0 2 9 31 0 7:15 AM 0 23 0 0 0 0 0 5 0 0 46 0 7:00 AM 0 15 0 0 0 0 0 10 0 0 0 7 9000001 0 4 12 35 0 6:45 AM 0 14 0 5 0 0 2 3 0 0 TH RT 6:30 AM 0 12 0 2 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 2 1 0 0 3 3 1 10 64123020 0 8 Peak Hr 28 0 16 48 92 0 0 0 1 2 3 0 2Count Total 57 0 30 91 178 0 0 0 10000002:45 PM 9 0 1 8 18 0 1 0 1 0 2 2 2:30 PM 10 0 3 6 19 0 0 1 0 0 0 0 1 0 0 0 2:15 PM 6 0 2 14 22 0 0 0 0 1 1 0 0 0 0 0 2:00 PM 7 0 6 6 19 0 0 0 0 1 1 0 0 0 1 2 1:30 PM 7 0 4 11 22 0 0 0 0 0 0 0 0 0 10 19 0 EB WB NB SB Total East 1:45 PM 5 0 5 22 32 0 0 0 -4%5%HV%-2%-0%- 0 0 1:15 PM 7 0 6 14 27 0 0 0 0 0 0 0 0 West North South 1:00 PM 6 0 3 0 56 256 0 0 0 19010300000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---11%2%3%--- Peak Hour All 0 1,583 0 0 0 101 461 0 0 0 0 20 28 92 00002140 1,168 3,356 0 HV 0 28 0 0 0 Count Total 0 2,854 0 202 0 0 0 0 375 2,238 6,231 0 850 3,3343600056365000008 0 54 273 858 3,356 2:45 PM 0 345 0 40 0 0 13 85 0 0 831 3,318 2:30 PM 0 403 0 30 0 0 0 58 0 0 0 36 2510000017 0 35 263 795 3,124 2:15 PM 0 449 0 20 0 0 10 63 0 0 872 2,897 2:00 PM 0 393 0 31 0 0 0 50 0 0 0 65 3810000016 0 65 308 820 0 1:45 PM 0 338 0 22 0 0 13 72 0 0 637 0 1:30 PM 0 335 0 27 0 0 0 49 0 0 0 37 204000006 0 27 193 568 0 1:15 PM 0 325 0 16 0 0 18 48 0 01:00 PM 0 266 0 16 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min TotalUTLTTHRT SB 3.5%0.76 TOTAL 2.7%0.96 TH RTUTLTTHRTUTLT WB -- NB 5.1%0.80 Peak Hour: 1:45 PM 2:45 PM HV %:PHF EB 1.7%0.90 Date: 05/22/2024 Peak Hour Count Period: 1:00 PM 3:00 PM 0 0 1 1 10 0 4 2 0 N Logan Ave S Airport Way Lo g a n A v e S Lo g a n A v e S Airport Way 3,356TEV: 0.96PHF: 1, 1 6 8 19 0 1, 3 5 8 1, 8 3 9 0 25 656 31 2 29 3 0 103 1,5831,686 1,224 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 1 3 0001001Peak Hour 0 0 0 0 0 0 0 1 1 3 0Count Total 0 0 0 0 0 0 0 1 2000000 1 3 2:45 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 02:15 PM 0 0 0 0 0 0 0 1 0 1 2 1 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 1:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 92 0 Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastbound 14 0 0 0 20 28000002 0 38 53 178 0 Peak Hour 0 28 0 0 0 0 5 25 0 0Count Total 0 53 0 4 0 0 0 18 78100035000000 0 2 4 19 92 2:45 PM 0 6 0 3 0 0 0 3 0 0 22 95 2:30 PM 0 10 0 0 0 0 0 2 0 0 0 3 11000000 0 3 3 19 100 2:15 PM 0 6 0 0 0 0 1 5 0 0 32 100 2:00 PM 0 7 0 0 0 0 0 4 0 0 0 12 10000001 0 8 3 22 0 1:45 PM 0 5 0 0 0 0 1 3 0 0 27 0 1:30 PM 0 6 0 1 0 0 0 5 0 0 0 4 10000001 0 3 7 19 0 1:15 PM 0 7 0 0 0 0 1 2 0 0 TH RT 1:00 PM 0 6 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 1 0 1 0 0 0 0 2 11000000 0 1 Peak Hr 20 0 11 24 55 0 0 0 0 2 2 0 1Count Total 43 0 24 50 117 0 0 0 00000005:45 PM 1 0 3 5 9 0 0 0 0 0 0 0 5:30 PM 5 0 3 4 12 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 3 0 4 7 14 0 0 0 0 0 0 0 0 0 0 1 5:00 PM 2 0 2 4 8 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 7 0 2 8 17 0 0 0 0 2 2 0 1 0 9 21 0 EB WB NB SB Total East 4:45 PM 8 0 3 5 16 0 0 0 -0%7%HV%-1%-0%- 0 0 4:15 PM 9 0 3 8 20 0 0 0 0 0 0 0 0 West North South 4:00 PM 8 0 4 0 56 160 0 0 0 13813200000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---8%1%2%--- Peak Hour All 0 1,505 0 0 0 111 304 0 1 0 0 11 13 55 00000110 1,030 3,021 0 HV 0 20 0 0 0 Count Total 0 2,849 0 259 0 0 0 0 254 2,004 5,782 0 645 2,7873000031216000009 0 21 242 638 2,907 5:45 PM 0 328 0 31 0 0 9 33 0 0 779 3,021 5:30 PM 0 311 0 22 0 0 0 50 0 0 0 30 2620000019 0 30 246 725 2,994 5:15 PM 0 382 0 36 0 0 12 37 0 0 765 2,995 5:00 PM 0 371 0 29 0 0 0 30 0 0 0 39 2630000017 0 39 259 752 0 4:45 PM 0 380 0 36 0 0 8 43 0 0 752 0 4:30 PM 0 372 0 31 0 0 0 48 0 1 0 33 2730000018 0 31 243 726 0 4:15 PM 0 345 0 34 0 0 19 33 0 04:00 PM 0 360 0 40 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min TotalUTLTTHRT SB 2.1%0.97 TOTAL 1.8%0.97 TH RTUTLTTHRTUTLT WB -- NB 5.1%0.78 Peak Hour: 4:30 PM 5:30 PM HV %:PHF EB 1.2%0.98 Date: 05/22/2024 Peak Hour Count Period: 4:00 PM 6:00 PM 0 0 0 0 00 0 1 0 0 N Logan Ave S Airport Way Lo g a n A v e S Lo g a n A v e S Airport Way 3,021TEV: 0.97PHF: 1, 0 3 0 13 8 1, 1 6 8 1, 6 6 5 0 16 056 21 6 27 0 0 132 1,5051,637 1,086 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 2 0 2 0Count Total 0 0 0 0 0 0 0 0 0000000 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 2 2 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 55 0 Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastbound 11 0 0 0 11 13000000 0 21 29 117 0 Peak Hour 0 20 0 0 0 0 2 22 0 0Count Total 0 43 0 0 0 0 0 9 43200032000001 0 1 3 12 50 5:45 PM 0 1 0 0 0 0 1 2 0 0 14 55 5:30 PM 0 5 0 0 0 0 0 4 0 0 0 3 4000000 0 1 3 8 61 5:15 PM 0 3 0 0 0 0 0 2 0 0 16 74 5:00 PM 0 2 0 0 0 0 0 3 0 0 0 3 2000000 0 4 4 17 0 4:45 PM 0 8 0 0 0 0 0 2 0 0 20 0 4:30 PM 0 7 0 0 0 0 0 3 0 0 0 4 4000000 0 2 7 21 0 4:15 PM 0 9 0 0 0 0 0 4 0 0 TH RT 4:00 PM 0 8 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 1 0 0 0 0 0 1 2 11011000 1 1 Peak Hour 79 34 4 1 118 0 0 0 0 1 1 0 0Count Total 149 71 12 1 233 0 0 0 10001108:15 AM 18 11 2 1 32 0 0 0 0 0 0 0 8:00 AM 19 7 1 0 27 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 21 11 1 0 33 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 21 5 0 0 26 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 17 9 3 0 29 0 0 0 0 0 0 0 0 1 0 29 0 EB WB NB SB Total East 7:15 AM 22 5 2 0 29 0 0 0 -9%0%HV%-4%5%14%- 0 0 6:45 AM 15 10 3 0 28 0 0 0 0 0 0 0 0 West North South 6:30 AM 16 13 0 0 22 4 8 0 9 21403858120 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 25%-0%0%17%5%0%4%0% Peak Hour All 0 28 1,506 28 0 47 10 26 0 0 0 0 1 118 03400202 6 2,472 0 HV 0 1 76 2 0 Count Total 0 45 2,760 54 0 12 1,486 18 12 13 4,511 0 610 2,47222011202214105 2 1 1 605 2,434 8:15 AM 0 2 373 5 3 0 4 0 1 0 629 2,357 8:00 AM 0 7 365 0 0 0 221 2 2 0 4 0 200223608 2 0 1 628 2,217 7:45 AM 0 13 363 6 2 0 5 0 3 0 572 2,039 7:30 AM 0 6 405 3 0 1 200 4 10 0 4 1 0031886012 0 8 4 528 0 7:15 AM 0 1 328 15 2 0 8 0 5 0 489 0 7:00 AM 0 2 314 20 0 2 163 0 2 0 2 1 002128604 3 0 3 450 0 6:45 AM 0 7 334 3 2 0 1 2 1 06:30 AM 0 7 278 2 0 2 149 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 6:30 AM 8:30 AM SB 5.9%0.71 TOTAL 4.8%0.98 TH RT WB 3.9%0.95 NB 11.8%0.71 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 5.1%0.93 0 0 0 0 1 0 000 0 0 0 0 1 0 0 N Shattuck Ave S Airport Way Airport Way Sh a t t u c k A v e S Airport Way Sh a t t u c k A v e S 2,472TEV: 0.98PHF: 6 2 9 17 44 0 12 858 3 873 1,5230 8422 3419 0 14 1,506 28 1,548 886 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 1001000 1 00000 0 0 0 1 Peak Hour 0 1Count Total 0 110000000 0 0 8:15 AM 0 0 0 0 0 8:00 AM 0000000 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 06:30 AM RT 118 0 Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min Total Rolling One Hour 0 2 0 0 0 10034002 RTTHLT RTTHLTRT 0 0 1 233 0 Peak Hour 0 1 76 2 0 0 7 0 5 0Count Total 0 1 145 3 0 0 71 32 1180100010011001 0 0 0 27 115 8:15 AM 0 0 17 1 0 0 0 0 1 0 33 117 8:00 AM 0 0 19 0 0 0 7 0 0 0 0 0 00011001 0 0 0 26 112 7:45 AM 0 0 20 1 0 0 0 0 0 0 29 115 7:30 AM 0 1 20 0 0 0 5 0 1 0 0 0 0005001 0 0 0 29 0 7:15 AM 0 0 22 0 0 0 2 0 1 0 28 0 7:00 AM 0 0 16 1 0 0 9 0 1 0 0 0 00010002 0 0 0 29 0 6:45 AM 0 0 15 0 0 0 0 0 0 0 TH RT 6:30 AM 0 0 16 0 0 0 13 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 3 1 2 4 3 15 6 34 24202301012 18 3 Peak Hour 27 30 12 2 71 0 1 1 0 2 3 0 13Count Total 56 56 14 3 129 0 2 3 10000002:45 PM 8 5 1 1 15 0 0 0 6 8 1 0 2:30 PM 8 5 2 0 15 0 0 0 0 0 0 0 2 1 2 0 2:15 PM 6 11 0 1 18 0 0 1 0 2 3 0 2 0 1 1 2:00 PM 8 4 9 0 21 0 0 0 0 0 0 0 0 1 0 0 1:30 PM 6 4 1 0 11 0 0 0 0 0 0 0 1 2 0 16 0 EB WB NB SB Total East 1:45 PM 5 10 1 1 17 0 0 0 -19%0%HV%-0%2%4%- 0 0 1:15 PM 6 10 0 0 16 0 0 0 0 0 0 0 0 West North South 1:00 PM 9 7 0 3 47 13 30 0 91 14280261,175 27 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 10%-1%0%4%2%12%2%0% Peak Hour All 0 56 1,532 44 0 62 19 47 0 0 1 0 1 71 02700903 28 3,067 0 HV 0 0 26 1 0 Count Total 0 97 2,833 42 1 50 2,248 145 23 47 5,658 0 759 3,0120901231010362705 29 5 12 744 3,067 2:45 PM 0 8 341 1 11 0 8 2 3 0 781 3,031 2:30 PM 0 13 393 7 0 4 257 2 8 0 37 3 303272407 15 3 8 728 2,837 2:15 PM 0 18 417 7 7 0 28 6 15 0 814 2,646 2:00 PM 0 17 361 9 0 3 256 3 4 0 10 3 5016390504 25 2 10 708 0 1:45 PM 0 8 361 5 4 0 5 2 2 0 587 0 1:30 PM 0 12 335 3 0 6 302 2 6 0 13 1 412204400 4 3 4 537 0 1:15 PM 0 12 333 5 2 0 5 2 0 01:00 PM 0 9 292 5 0 6 205 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 1:00 PM 3:00 PM SB 1.5%0.72 TOTAL 2.3%0.94 TH RT WB 2.4%0.75 NB 13.3%0.46 Peak Hour: 1:45 PM 2:45 PM HV %:PHF EB 1.7%0.91 0 0 0 0 2 0 000 1 0 0 12 2 10 0 N Shattuck Ave S Airport Way Airport Way Sh a t t u c k A v e S Airport Way Sh a t t u c k A v e S 3,067TEV: 0.94PHF: 28 14 91 13 3 96 0 27 1,175 26 1,228 1,6530 301347 9068 0 28 1,532 56 1,616 1,250 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 2 0 0 0 0 0 0 0 000 0 0 1 000 0 0 1 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 1 0 0 0 0 THLT 3002000 3 00000 0 0 0 0 Peak Hour 0 2Count Total 0 300000000 0 3 2:45 PM 0 0 0 0 3 2:30 PM 0000000 3 3 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 01:00 PM RT 71 0 Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min Total Rolling One Hour 0 3 0 1 0 10327009 RTTHLT RTTHLTRT 2 0 1 129 0 Peak Hour 0 0 26 1 0 0 10 0 4 0Count Total 0 1 53 2 0 3 53 15 69010100005000 0 0 0 15 71 2:45 PM 0 0 8 0 0 0 0 0 2 0 18 67 2:30 PM 0 0 8 0 0 0 5 0 0 0 1 0 00110000 0 0 0 21 65 2:15 PM 0 0 5 1 0 0 8 0 1 0 17 60 2:00 PM 0 0 8 0 0 1 3 0 0 0 0 0 1019001 0 0 0 11 0 1:45 PM 0 0 5 0 0 0 1 0 0 0 16 0 1:30 PM 0 0 6 0 0 0 4 0 0 0 0 0 00010000 0 0 0 16 0 1:15 PM 0 1 5 0 0 0 0 0 0 0 TH RT 1:00 PM 0 0 8 1 0 0 7 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 1 1 5 0 2 1 1 12 81106034 8 1 Peak Hour 22 17 0 0 39 0 5 8 2 0 10 0 3Count Total 41 36 1 1 79 0 0 1 00200206:15 PM 1 3 0 0 4 0 0 0 0 1 0 0 6:00 PM 4 4 0 0 8 0 0 0 0 0 0 0 1 1 0 0 5:45 PM 2 5 0 0 7 0 0 0 0 0 0 0 0 1 3 1 5:30 PM 3 3 0 0 6 0 0 3 0 0 3 0 1 0 0 0 5:00 PM 9 5 0 0 14 0 2 1 0 0 1 0 0 1 1 17 0 EB WB NB SB Total East 5:15 PM 8 4 0 0 12 0 3 0 -0%0%HV%-0%1%0%- 1 0 4:45 PM 7 4 0 0 11 0 1 0 1 0 1 0 0 West North South 4:30 PM 7 8 1 1 19 3 10 0 41 610091,058 20 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%0%1%11%2%0% Peak Hour All 0 9 1,572 28 0 31 6 17 0 0 0 0 0 39 01600000 19 2,776 0 HV 0 0 22 0 0 Count Total 0 19 2,957 22 0 18 2,075 88 17 34 5,312 0 601 2,585100204401222203 10 3 7 601 2,702 6:15 PM 0 3 339 2 1 0 2 1 1 0 700 2,776 6:00 PM 0 2 319 2 0 5 248 1 2 0 12 4 500275307 12 2 9 683 2,756 5:45 PM 0 1 386 4 7 0 5 0 1 0 718 2,727 5:30 PM 0 4 389 1 0 1 252 1 4 0 7 0 201274702 10 0 3 675 0 5:15 PM 0 2 415 3 3 0 5 1 3 0 680 0 5:00 PM 0 2 382 2 0 7 257 1 4 0 8 1 202291202 9 3 2 654 0 4:45 PM 0 2 363 2 3 0 5 0 2 04:30 PM 0 3 364 6 0 1 256 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 4:30 PM 6:30 PM SB 0.0%0.72 TOTAL 1.4%0.97 TH RT WB 1.6%0.96 NB 0.0%0.80 Peak Hour: 5:00 PM 6:00 PM HV %:PHF EB 1.4%0.95 0 0 0 0 0 0 010 3 2 0 4 1 3 0 N Shattuck Ave S Airport Way Airport Way Sh a t t u c k A v e S Airport Way Sh a t t u c k A v e S 2,776TEV: 0.97PHF: 19 6 41 66 32 0 20 1,058 9 1,087 1,6230 10319 3225 0 10 1,572 9 1,591 1,096 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 2 000 0 2 3 000 0 2 6 0000 0 0 0 00 0 THLT 00001000 0 00 0 0 0 0 0 0 0 1 0 THLT 6000001 10 00020 0 0 0 0 Peak Hour 0 0Count Total 0 220000000 0 3 6:15 PM 0 0 0 0 6 6:00 PM 0000000 0 7 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 8 5:30 PM 3000 3 0 5:15 PM 0 1 0 0 0 5:00 PM 10000004:45 PM 0 0 2 0 2 1 1 04:30 PM RT 39 0 Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min Total Rolling One Hour 0 0 0 0 0 00116000 RTTHLT RTTHLTRT 1 0 0 79 0 Peak Hour 0 0 22 0 0 0 1 0 0 0Count Total 0 0 41 0 0 2 34 4 25000000003000 0 0 0 8 33 6:15 PM 0 0 1 0 0 0 0 0 0 0 7 39 6:00 PM 0 0 4 0 0 1 3 0 0 0 0 0 0005000 0 0 0 6 43 5:45 PM 0 0 2 0 0 0 0 0 0 0 12 54 5:30 PM 0 0 3 0 0 0 3 0 0 0 0 0 0004000 0 0 0 14 0 5:15 PM 0 0 8 0 0 0 0 0 0 0 11 0 5:00 PM 0 0 9 0 0 1 4 0 0 0 0 0 0004000 1 0 0 17 0 4:45 PM 0 0 7 0 0 0 1 0 0 0 TH RT 4:30 PM 0 0 7 0 0 0 8 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 1 1 1 0 0 3 0 6 32000001 1 3 Peak Hour 28 31 82 16 157 0 0 0 0 1 1 0 2Count Total 53 73 145 29 300 0 0 0 00000008:15 AM 9 8 14 9 40 0 0 0 0 1 2 0 8:00 AM 6 8 23 2 39 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 9 11 19 3 42 0 0 0 0 0 0 0 0 1 0 0 7:30 AM 4 4 26 2 36 0 0 0 0 0 0 0 1 0 0 1 7:00 AM 6 12 16 4 38 0 0 0 0 0 0 0 0 0 2 36 0 EB WB NB SB Total East 7:15 AM 8 6 18 4 36 1 1 0 -7%4%HV%-0%3%17%- 0 0 6:45 AM 6 11 13 3 33 0 0 0 0 0 0 0 0 West North South 6:30 AM 5 13 16 11 177 441 620 0 320 2874801713423280 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 8%-2%3%0%5%6%4%2% Peak Hour All 0 24 648 521 0 365 778 1,134 0 0 7 9 0 157 01370121852 8 3,414 0 HV 0 0 20 8 0 Count Total 0 35 1,201 85 0 311 651 566 476 18 6,141 0 864 3,4141201250968610418775041 87 58 3 860 3,327 8:15 AM 0 6 167 19 90 0 53 111 157 0 821 3,182 8:00 AM 0 8 141 12 0 46 94 98 152 0 66 64 20507097037 71 79 2 869 2,996 7:45 AM 0 5 170 10 66 0 46 112 186 0 777 2,727 7:30 AM 0 5 170 7 0 34 91 98 127 0 61 58 20358966070 77 47 3 715 0 7:15 AM 0 4 153 14 43 0 62 95 112 0 635 0 7:00 AM 0 2 141 5 0 47 81 75 148 0 56 38 10316639032 52 46 4 600 0 6:45 AM 0 3 139 7 45 0 24 69 127 06:30 AM 0 2 120 11 0 27 73 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 6:30 AM 8:30 AM SB 2.6%0.84 TOTAL 4.6%0.98 TH RT WB 3.7%0.91 NB 6.6%0.90 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 3.9%0.94 0 0 0 0 0 0 000 0 0 0 1 2 0 0 N Rainier Ave N Airport Way Airport Way Ra i n i e r A v e N Renton Ave Extension Ra i n i e r A v e N 3,414TEV: 0.98PHF: 8 28 7 32 0 61 5 79 3 0 328 342 171 841 1,5880 62 0 44 1 17 7 1, 2 3 8 50 6 0 48 648 24 720 527 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 1 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 1 00000 0 0 0 0 Peak Hour 0 1Count Total 0 000000000 0 0 8:15 AM 0 0 0 0 1 8:00 AM 0000000 0 1 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 0000 1 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 06:30 AM RT 157 0 Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min Total Rolling One Hour 18 52 0 7 9 0011137012 RTTHLT RTTHLTRT 13 16 0 300 0 Peak Hour 0 0 20 8 16 0 23 29 93 0Count Total 0 0 39 14 0 29 28 40 157290540043103 0 2 0 39 153 8:15 AM 0 0 6 3 3 0 4 6 13 0 42 152 8:00 AM 0 0 4 2 0 3 2 6 12 0 2 1 0046101 0 2 0 36 143 7:45 AM 0 0 7 2 2 0 4 4 18 0 36 143 7:30 AM 0 0 3 1 0 0 2 1 12 0 2 2 0032105 1 3 0 38 0 7:15 AM 0 0 6 2 1 0 1 4 11 0 33 0 7:00 AM 0 0 4 2 0 8 3 3 7 0 2 1 0063203 1 1 0 36 0 6:45 AM 0 0 6 0 5 0 2 3 11 0 TH RT 6:30 AM 0 0 3 2 0 1 7 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 7 0 2 3 3 4 6 9 34 227101195 8 11 Peak Hour 21 38 28 27 114 0 0 0 1 0 1 3 12Count Total 38 68 53 46 205 0 4 1 30000012:45 PM 9 9 8 9 35 0 0 0 2 2 2 1 2:30 PM 5 7 6 4 22 0 0 0 1 0 1 0 1 2 0 1 2:15 PM 3 10 8 12 33 0 0 0 0 0 0 0 2 0 1 2 2:00 PM 4 12 6 2 24 0 0 0 0 0 0 0 0 1 0 0 1:30 PM 3 5 5 3 16 0 0 0 0 0 0 0 0 0 3 23 0 EB WB NB SB Total East 1:45 PM 4 8 6 5 23 0 0 1 -4%2%HV%-0%2%12%- 1 2 1:15 PM 4 10 7 8 29 0 0 0 0 0 0 1 3 West North South 1:00 PM 6 7 7 7 272 389 566 0 393 4097304615072380 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1%-2%4%4%3%2%4%5% Peak Hour All 0 32 580 455 0 475 732 1,071 0 0 9 17 1 114 0191201198 27 3,947 0 HV 0 0 12 9 0 Count Total 0 65 1,092 135 0 883 936 727 793 55 7,419 0 1,010 3,94787950117997013515875069 80 110 7 960 3,945 2:45 PM 0 9 138 21 45 0 59 99 148 0 1,013 3,914 2:30 PM 0 8 160 19 0 109 116 97 171 0 96 104 3010012459065 100 96 10 964 3,696 2:15 PM 0 8 166 20 59 0 79 106 152 0 1,008 3,472 2:00 PM 0 7 116 13 0 117 109 84 140 0 92 105 10012414379056 80 86 9 929 0 1:45 PM 0 9 153 13 64 0 53 96 141 0 795 0 1:30 PM 0 6 122 20 0 143 109 83 120 0 90 99 60927933044 72 94 3 740 0 1:15 PM 0 13 121 15 41 0 50 80 104 01:00 PM 0 5 116 14 0 63 98 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 1:00 PM 3:00 PM SB 3.3%0.93 TOTAL 2.9%0.97 TH RT WB 3.2%0.82 NB 2.3%0.91 Peak Hour: 2:00 PM 3:00 PM HV %:PHF EB 3.1%0.88 0 0 0 0 0 0 010 0 0 0 5 7 9 1 N Rainier Ave N Airport Way Airport Way Ra i n i e r A v e N Renton Ave Extension Ra i n i e r A v e N 3,947TEV: 0.97PHF: 27 40 9 39 3 82 9 65 9 0 238 507 461 1,206 1,5390 56 6 38 9 27 2 1, 2 2 7 94 3 0 73 580 32 685 806 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 1000001 1 00010 0 0 0 0 Peak Hour 0 0Count Total 0 100000000 0 1 2:45 PM 0 0 0 0 1 2:30 PM 1000001 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 01:00 PM RT 114 0 Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min Total Rolling One Hour 9 8 0 9 17 1071912011 RTTHLT RTTHLTRT 16 29 1 205 0 Peak Hour 0 0 12 9 14 0 22 15 16 0Count Total 0 2 20 16 0 18 36 35 114400360021604 1 2 1 22 102 2:45 PM 0 0 5 4 1 0 3 0 3 0 33 96 2:30 PM 0 0 3 2 0 0 6 4 2 0 5 7 0024402 0 2 0 24 92 2:15 PM 0 0 1 2 1 0 2 1 3 0 23 91 2:00 PM 0 0 3 1 0 3 8 1 2 0 1 4 0026003 3 0 0 16 0 1:45 PM 0 0 2 2 0 0 2 1 2 0 29 0 1:30 PM 0 0 1 2 0 2 3 3 1 0 1 7 0055003 2 1 0 23 0 1:15 PM 0 2 1 1 2 0 3 1 3 0 TH RT 1:00 PM 0 0 4 2 0 2 3 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 2 3 5 3 3 3 2 23 143000047 11 6 Peak Hour 10 12 11 19 52 0 0 0 0 0 1 1 5Count Total 22 30 26 41 119 1 0 2 00000005:45 PM 1 3 4 2 10 0 0 0 1 0 2 0 5:30 PM 1 3 2 3 9 0 0 0 0 0 0 0 2 1 1 1 5:15 PM 0 4 2 3 9 0 0 0 0 0 0 0 1 0 4 1 5:00 PM 2 3 4 4 13 0 0 0 0 0 0 0 1 1 1 1 4:30 PM 4 4 4 5 17 0 0 0 0 0 0 0 0 1 8 26 1 EB WB NB SB Total East 4:45 PM 4 1 1 7 13 0 0 0 -2%0%HV%-0%1%5%- 1 0 4:15 PM 6 4 3 9 22 0 0 0 0 0 1 1 0 West North South 4:00 PM 4 8 6 7 300 414 403 0 524 4525902895492900 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1%-2%2%0%1%2%1%0% Peak Hour All 0 22 641 589 1 573 826 770 0 0 9 10 0 52 0410623 19 3,962 0 HV 0 0 7 3 0 Count Total 0 57 1,211 139 0 523 1,047 1,026 949 43 7,754 0 923 3,810107910131109806011766074 119 129 10 924 3,903 5:45 PM 0 8 128 24 76 0 65 97 90 0 977 3,962 5:30 PM 0 8 144 17 0 51 118 113 78 0 123 112 608812875088 134 115 3 986 3,959 5:15 PM 0 6 148 12 65 0 73 101 122 0 1,016 3,944 5:00 PM 0 4 151 14 0 59 145 96 95 0 158 110 507214181062 109 115 5 983 0 4:45 PM 0 6 175 15 69 0 77 104 108 0 974 0 4:30 PM 0 6 167 18 0 70 135 103 99 0 128 132 206713579062 124 127 4 971 0 4:15 PM 0 11 138 18 78 1 72 105 87 04:00 PM 0 8 160 21 0 56 128 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.9%0.91 TOTAL 1.3%0.97 TH RT WB 1.1%0.96 NB 1.0%0.94 Peak Hour: 4:30 PM 5:30 PM HV %:PHF EB 1.4%0.92 0 0 0 0 0 0 000 0 0 0 7 3 4 0 N Rainier Ave N Airport Way Airport Way Ra i n i e r A v e N Renton Ave Extension Ra i n i e r A v e N 3,962TEV: 0.97PHF: 19 45 2 52 4 99 5 72 6 0 290 549 289 1,128 1,5680 40 3 41 4 30 0 1, 1 1 7 80 0 0 59 641 22 722 868 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 100 0 0 0 0100 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 1 00000 0 0 0 0 Peak Hour 0 0Count Total 0 000000000 0 0 5:45 PM 0 0 0 0 0 5:30 PM 0000000 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 1 04:00 PM RT 52 0 Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min Total Rolling One Hour 2 3 0 9 10 0074106 RTTHLT RTTHLTRT 19 21 1 119 0 Peak Hour 0 0 7 3 2 0 14 4 8 0Count Total 0 0 12 10 0 14 14 10 41100110020103 2 1 0 9 44 5:45 PM 0 0 0 1 0 0 1 0 1 0 9 52 5:30 PM 0 0 0 1 0 0 3 0 0 0 1 2 0012102 2 2 0 13 65 5:15 PM 0 0 0 0 0 0 2 1 1 0 13 78 5:00 PM 0 0 0 2 0 2 1 1 0 0 4 3 0001000 2 3 0 17 0 4:45 PM 0 0 3 1 0 0 2 0 2 0 22 0 4:30 PM 0 0 4 0 0 4 0 0 1 0 3 6 0022002 4 3 1 26 0 4:15 PM 0 0 3 3 0 0 2 1 3 0 TH RT 4:00 PM 0 0 2 2 0 3 5 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 1 1 0 2 1 0 4 11 70000052 5 0 Peak Hour 0 41 80 36 157 0 0 0 0 1 1 0 6Count Total 0 75 144 67 286 0 2 2 00000008:15 AM 0 6 19 11 36 0 0 0 0 0 0 0 8:00 AM 0 10 21 10 41 0 0 0 0 0 0 0 1 0 0 0 7:45 AM 0 13 14 9 36 0 0 0 0 0 0 0 2 0 0 0 7:30 AM 0 12 26 6 44 0 0 0 0 0 0 0 1 0 0 0 7:00 AM 0 8 14 13 35 0 0 0 0 0 0 0 0 1 4 25 0 EB WB NB SB Total East 7:15 AM 0 10 19 7 36 1 1 0 --7%HV%-0%--- 2 0 6:45 AM 0 9 17 7 33 0 0 0 0 0 0 0 0 West North South 6:30 AM 0 7 14 31 0 1,134 0 0 0 6520023411690 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---6%-7%13%0%6% Peak Hour All 0 1 0 319 0 0 2,077 0 0 0 0 36 0 157 001000800 0 2,191 0 HV 0 0 0 0 0 Count Total 0 1 0 1 0 477 1 0 1,133 0 4,009 0 563 2,191286000181005913500 0 143 0 516 2,188 8:15 AM 0 1 0 0 57 0 0 268 0 0 537 2,122 8:00 AM 0 0 0 0 0 48 0 264 0 0 0 169 006304100 0 159 0 575 2,013 7:45 AM 0 0 0 0 36 0 0 316 0 0 560 1,818 7:30 AM 0 0 0 0 0 64 0 273 0 0 0 145 008605600 0 123 0 450 0 7:15 AM 0 0 0 0 48 0 0 221 0 0 428 0 7:00 AM 0 0 0 0 0 58 0 251 0 0 0 97 005802200 0 116 0 380 0 6:45 AM 0 0 0 0 24 0 0 198 0 06:30 AM 0 0 0 1 0 41 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 6:30 AM 8:30 AM SB 5.5%0.90 TOTAL 7.2%0.95 TH RT WB 10.1%0.96 NB 7.1%0.90 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 0.0%0.25 0 0 0 0 0 0 000 0 0 0 2 0 5 0 N Rainier Ave S S 2nd St S 2nd St Ra i n i e r A v e S Driveway Ra i n i e r A v e S 2,191TEV: 0.95PHF: 0 65 2 0 65 2 1, 3 0 4 0 169 1 234 404 00 0 1, 1 3 4 0 1, 1 3 4 88 6 0 0 0 1 1 1 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 1 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 1 00000 0 0 0 0 Peak Hour 0 1Count Total 0 000000000 0 0 8:15 AM 0 0 0 0 1 8:00 AM 0000000 0 1 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 0000 1 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 06:30 AM RT 157 0 Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One Hour 80 0 0 0 36 003101000 RTTHLT RTTHLTRT 0 67 0 286 0 Peak Hour 0 0 0 0 19 0 0 144 0 0Count Total 0 0 0 0 0 56 0 36 15719000110050100 0 10 0 41 157 8:15 AM 0 0 0 0 4 0 0 21 0 0 36 151 8:00 AM 0 0 0 0 0 6 0 14 0 0 0 9 00110200 0 6 0 44 148 7:45 AM 0 0 0 0 3 0 0 26 0 0 36 129 7:30 AM 0 0 0 0 0 9 0 19 0 0 0 7 0070300 0 13 0 35 0 7:15 AM 0 0 0 0 1 0 0 14 0 0 33 0 7:00 AM 0 0 0 0 0 7 0 17 0 0 0 7 0060300 0 4 0 25 0 6:45 AM 0 0 0 0 2 0 0 14 0 0 TH RT 6:30 AM 0 0 0 0 0 5 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 3 3 2 2 4 5 3 24 130101337 12 0 Peak Hour 0 31 18 36 85 0 0 0 1 1 2 3 9Count Total 0 70 47 72 189 0 2 1 00001102:45 PM 0 8 8 13 29 0 0 2 1 2 0 0 2:30 PM 0 6 3 5 14 0 0 0 1 0 1 0 0 4 0 0 2:15 PM 0 9 5 14 28 0 0 0 0 0 0 0 2 0 1 0 2:00 PM 0 9 6 8 23 0 0 0 0 0 0 1 2 1 0 0 1:30 PM 0 10 5 6 21 0 0 0 0 0 0 0 1 2 6 25 0 EB WB NB SB Total East 1:45 PM 0 7 4 9 20 0 0 0 0%0%2%HV%-0%-0%- 1 0 1:15 PM 0 11 7 11 29 0 0 0 0 0 0 0 1 West North South 1:00 PM 0 10 9 24 1 1,089 0 0 0 1,0801037212331 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---3%-3%6%0%3% Peak Hour All 0 2 0 436 1 1 2,009 0 0 0 0 36 0 85 00700180 0 2,780 0 HV 0 0 0 0 0 Count Total 0 2 0 4 0 701 1 0 2,032 0 5,187 0 645 2,729221000276008706100 0 283 0 684 2,780 2:45 PM 0 0 0 0 51 0 0 272 0 0 673 2,745 2:30 PM 0 0 0 0 0 78 0 288 0 0 0 250 007815500 0 258 0 727 2,649 2:15 PM 0 0 0 1 80 0 0 285 0 0 696 2,458 2:00 PM 0 0 0 0 0 104 0 244 0 0 0 289 0011204711 0 263 0 649 0 1:45 PM 0 2 0 0 45 0 0 253 0 0 577 0 1:30 PM 0 0 0 0 0 88 0 238 0 0 0 216 007404700 0 197 0 536 0 1:15 PM 0 0 0 2 50 0 0 208 0 01:00 PM 0 0 0 1 0 80 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 1:00 PM 3:00 PM SB 3.3%0.93 TOTAL 3.1%0.96 TH RT WB 5.1%0.82 NB 1.6%0.95 Peak Hour: 1:45 PM 2:45 PM HV %:PHF EB 0.0%0.38 0 0 0 0 0 0 010 0 0 0 7 0 3 3 N Rainier Ave S S 2nd St S 2nd St Ra i n i e r A v e S Driveway Ra i n i e r A v e S 2,780TEV: 0.96PHF: 0 1, 0 8 0 0 1, 0 8 0 1, 3 2 4 0 233 1 372 606 00 0 1, 0 8 9 1 1, 0 9 1 1, 4 5 4 1 1 0 2 3 2 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 1000001 2 00010 0 0 0 1 Peak Hour 0 1Count Total 0 210000000 0 1 2:45 PM 0 0 0 0 1 2:30 PM 1000001 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 01:00 PM RT 85 0 Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One Hour 18 0 0 0 36 00240700 RTTHLT RTTHLTRT 0 72 0 189 0 Peak Hour 0 0 0 0 14 0 0 47 0 0Count Total 0 0 0 0 0 56 0 29 948000130050300 0 5 0 14 85 2:45 PM 0 0 0 0 2 0 0 3 0 0 28 92 2:30 PM 0 0 0 0 0 4 0 5 0 0 0 14 0070200 0 8 0 23 93 2:15 PM 0 0 0 0 1 0 0 6 0 0 20 95 2:00 PM 0 0 0 0 0 8 0 4 0 0 0 9 0050200 0 6 0 21 0 1:45 PM 0 0 0 0 2 0 0 5 0 0 29 0 1:30 PM 0 0 0 0 0 8 0 7 0 0 0 11 00100100 0 6 0 25 0 1:15 PM 0 0 0 0 1 0 0 9 0 0 TH RT 1:00 PM 0 0 0 0 0 9 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 4 3 1 1 1 0 0 2 12 90011144 5 0 Peak Hour 0 43 11 31 85 0 0 0 0 1 1 1 6Count Total 0 71 23 45 139 0 1 1 00000005:45 PM 0 8 4 4 16 0 0 0 0 0 0 0 5:30 PM 0 6 3 2 11 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 9 1 3 13 0 0 0 0 0 0 0 1 1 0 0 5:00 PM 0 5 4 5 14 0 0 0 0 0 0 0 0 1 0 0 4:30 PM 0 13 4 6 23 0 0 0 0 1 1 1 1 1 9 21 0 EB WB NB SB Total East 4:45 PM 0 8 2 5 15 0 0 0 --1%HV%-0%-0%- 2 0 4:15 PM 0 13 2 11 26 0 0 0 0 0 0 0 2 West North South 4:00 PM 0 9 3 35 0 907 0 0 0 9962030311910 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---3%-4%12%0%4% Peak Hour All 0 2 0 403 0 1 1,796 0 0 0 0 31 0 85 00800110 0 2,402 0 HV 0 0 0 0 0 Count Total 0 2 0 6 0 616 1 0 1,906 1 4,732 0 568 2,330215000227007404701 0 240 0 578 2,366 5:45 PM 0 0 0 4 58 0 0 207 0 0 618 2,386 5:30 PM 0 0 0 0 0 73 0 235 0 0 0 237 108905600 0 206 0 566 2,339 5:15 PM 0 0 0 0 51 0 0 232 0 0 604 2,402 5:00 PM 0 0 0 0 0 77 0 228 0 0 0 244 008104900 0 249 0 598 0 4:45 PM 0 2 0 0 40 0 0 240 0 0 571 0 4:30 PM 0 0 0 1 0 68 0 205 0 0 0 232 007805600 0 271 0 629 0 4:15 PM 0 0 0 0 46 0 0 234 0 04:00 PM 0 0 0 1 0 76 1 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min TotalUTLTTHRT Date: 05/22/2024 Peak Hour Count Period: 4:00 PM 6:00 PM SB 3.1%0.92 TOTAL 3.5%0.95 TH RT WB 8.7%0.92 NB 1.2%0.94 Peak Hour: 4:00 PM 5:00 PM HV %:PHF EB 0.0%0.50 0 0 0 0 1 0 000 0 0 0 4 0 4 1 N Rainier Ave S S 2nd St S 2nd St Ra i n i e r A v e S Driveway Ra i n i e r A v e S 2,402TEV: 0.95PHF: 0 99 6 0 99 6 1, 1 0 0 0 191 1 303 495 00 0 90 7 0 90 7 1, 3 0 1 0 2 0 2 4 1 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 1001000 1 00000 0 0 0 0 Peak Hour 0 1Count Total 0 000000000 0 0 5:45 PM 0 0 0 0 0 5:30 PM 0000000 0 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 10010004:15 PM 0 0 0 0 0 0 0 04:00 PM RT 85 0 Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One Hour 11 0 0 0 31 00350800 RTTHLT RTTHLTRT 0 45 0 139 0 Peak Hour 0 0 0 0 12 0 0 23 0 0Count Total 0 0 0 0 0 59 0 16 54400040070100 0 2 0 11 53 5:45 PM 0 0 0 0 1 0 0 3 0 0 13 65 5:30 PM 0 0 0 0 0 5 0 1 0 0 0 3 0080100 0 5 0 14 78 5:15 PM 0 0 0 0 1 0 0 4 0 0 15 85 5:00 PM 0 0 0 0 0 4 0 2 0 0 0 5 0070100 0 6 0 23 0 4:45 PM 0 0 0 0 2 0 0 4 0 0 26 0 4:30 PM 0 0 0 0 0 11 0 2 0 0 0 11 00110200 0 9 0 21 0 4:15 PM 0 0 0 0 3 0 0 3 0 0 TH RT 4:00 PM 0 0 0 0 0 6 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com Location: S Tobin St E/O Shattuck Ave S Date Range: 5/22/2024 - 5/28/2024 Site Code: 01 EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 505202 ------------314304 1:00 AM 246202 ------------101213 2:00 AM 123213 ------------213213 3:00 AM 213213 ------------325214 4:00 AM 235145 ------------134135 5:00 AM 5 14 19 6 13 19 ------------10 10 20 7 12 19 6:00 AM 172542132740 ------------18 23 41 16 25 41 7:00 AM 55 51 106 54 50 104 ------------54 47 101 54 49 104 8:00 AM 343266423577 ------------24 34 58 33 34 67 9:00 AM 422971293261 ------------41 31 72 37 31 68 10:00 AM 53 36 89 39 34 73 ------------46 30 76 46 33 79 11:00 AM 60 29 89 73 30 103 ------------44 24 68 59 28 87 12:00 PM 64 38 102 42 36 78 ------------40 36 76 49 37 85 1:00 PM 6334976636102 ------------59 41 100 63 37 100 2:00 PM 95 36 131 92 44 136 ------------92 41 133 93 40 133 3:00 PM 66 38 104 58 33 91 ------------57 34 91 60 35 95 4:00 PM 642993453681 ------------71 33 104 60 33 93 5:00 PM 6028887429103 ------------51 29 80 62 29 90 6:00 PM 501767521466 ------------35 14 49 46 15 61 7:00 PM 311546311546 ------------31 12 43 31 14 45 8:00 PM 28174537 7 44 ------------17 12 29 27 12 39 9:00 PM 23 4 27 24 11 35 ------------12 7 19 20 7 27 10:00 PM 6 9 15 10 11 21 ------------12 7 19 9 9 18 11:00 PM 246527 ------------628437 Total 830 495 1,325 801 501 1,302 ------------730 474 1,204 787 490 1,277 Percent 63% 37% 62% 38%-- -- -- --61% 39% 62% 38% AM Peak 11:00 07:00 07:00 11:00 07:00 07:00 ------------07:00 07:00 07:00 11:00 07:00 07:00 Vol.60 51 106 73 50 104 ------------54 47 101 59 49 104 PM Peak 14:00 12:00 14:00 14:00 14:00 14:00 ------------14:00 13:00 14:00 14:00 14:00 14:00 Vol.95 38 131 92 44 136 ------------92 41 133 93 40 133 1. Mid-week average includes data between Tuesday and Thursday. Time Wednesday Thursday Friday Saturday Sunday Monday Tuesday Mid-Week Average5/28/20245/22/2024 5/23/2024 5/24/2024 5/25/2024 5/26/2024 5/27/2024 1 Kyle Campbell: 425-213-7345 kyle.campbell@idaxdata.com &RXQWVIURP-XO\ www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 0 0 0 0 0 0 0 2 00001000 0 2 Peak Hour 0 0 0 0 0 1 0 0 0 1 2 0 0Count Total 1 3 0 3 7 1 0 0 01000108:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 1 0 EB WB NB SB Total East 7:15 AM 0 1 0 0 1 0 0 0 ---HV%-0%0%0%- 0 2 6:45 AM 1 0 0 2 3 0 0 0 0 1 1 0 0 West North South 6:30 AM 0 1 0 0 0 0 0 0 6 320118130 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total --0%0%0%0%0%0%0% Peak Hour All 0 14 17 25 0 0 0 0 0 0 0 0 0 0 0000000 8 82 0 HV 0 0 0 0 0 Count Total 0 20 27 2 0 4 27 11 4 15 135 0 17 82000202004200 0 1 3 23 81 8:15 AM 0 2 5 0 3 0 0 0 0 0 22 70 8:00 AM 0 1 4 2 0 1 8 0 0 0 2 0 2003500 2 2 1 20 60 7:45 AM 0 5 5 0 3 0 0 0 0 0 16 53 7:30 AM 0 6 3 0 0 0 3 0 0 0 1 1 0001600 1 0 1 12 0 7:15 AM 0 2 5 0 3 0 0 0 0 0 12 0 7:00 AM 0 2 2 0 0 0 3 0 0 0 2 0 5012000 1 0 1 13 0 6:45 AM 0 2 0 0 3 0 0 0 0 06:30 AM 0 0 3 0 0 2 3 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 6:30 AM 8:30 AM SB 0.0%0.85 TOTAL 0.0%0.89 TH RT WB 0.0%0.67 NB -- Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 0.0%0.83 1 0 0 0 0 0 000 0 0 0 0 0 0 0 N Shattuck Ave S S Tobin St S Tobin St RH S D w y S Tobin St Sh a t t u c k A v e S 82TEV: 0.89PHF: 8 3 6 17 27 0 13 18 1 32 230 000 06 0 2 17 14 33 26 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 100 0 0 0 0000 0 0 0 00 0 THLT 00100000 0 00 0 0 0 0 0 0 0 0 0 THLT 1000000 2 00000 0 0 0 0 Peak Hour 1 0Count Total 0 110000010 0 0 8:15 AM 0 0 0 0 0 8:00 AM 0000000 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 0000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 1 06:30 AM RT 0 0 Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min Total Rolling One Hour 0 0 0 0 0 0000000 RTTHLT RTTHLTRT 3 0 0 7 0 Peak Hour 0 0 0 0 2 0 0 0 0 0Count Total 0 1 0 0 0 0 1 0 0000000000000 0 0 0 0 1 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 3 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 6 7:45 AM 0 0 0 0 0 0 0 0 0 0 1 7 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000100 1 0 0 2 0 7:15 AM 0 0 0 0 1 0 0 0 0 0 3 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 2 0 0000000 0 0 0 1 0 6:45 AM 0 1 0 0 0 0 0 0 0 0 TH RT 6:30 AM 0 0 0 0 0 0 1 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 2 0 0 3 5 22001000 0 4 Peak Hour 2 0 2 1 5 1 0 1 1 2 5 0 1Count Total 3 2 2 1 8 1 1 0 20000002:45 PM 1 2 0 0 3 0 0 0 0 0 0 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 2:15 PM 1 0 1 1 3 1 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1:30 PM 1 0 0 0 1 0 0 0 0 2 2 0 0 0 0 0 0 EB WB NB SB Total East 1:45 PM 0 0 0 0 0 0 0 0 --33%HV%0%3%2%0%- 0 0 1:15 PM 0 0 0 0 0 0 0 1 1 0 2 0 0 West North South 1:00 PM 0 0 0 0 0 3 4 0 23 120717130 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 25%-4%0%0%3%0%0%0% Peak Hour All 1 31 51 23 0 1 8 6 0 0 1 0 0 5 0000011 33 186 0 HV 0 1 1 0 0 Count Total 2 47 88 3 1 10 26 47 1 47 310 0 32 150000902103200 6 0 4 27 168 2:45 PM 1 5 9 0 2 0 1 1 0 0 38 186 2:30 PM 0 2 9 0 0 0 2 0 2 0 8 0 3004400 7 1 6 53 182 2:15 PM 0 5 12 0 3 0 0 2 2 0 50 160 2:00 PM 0 9 16 0 0 0 7 0 0 0 5 0 17016400 3 0 7 45 0 1:45 PM 1 10 6 0 2 0 0 1 0 0 34 0 1:30 PM 0 7 17 2 0 6 0 0 0 0 6 0 6004400 3 0 2 31 0 1:15 PM 0 5 8 1 2 0 0 4 2 01:00 PM 0 4 11 0 0 3 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 1:00 PM 3:00 PM SB 1.8%0.65 TOTAL 2.7%0.88 TH RT WB 0.0%0.84 NB 28.6%0.44 Peak Hour: 1:30 PM 2:30 PM HV %:PHF EB 2.4%0.82 0 0 1 0 0 0 000 0 0 0 0 2 0 0 N Shattuck Ave S S Tobin St S Tobin St RH S D w y S Tobin St Sh a t t u c k A v e S 186TEV: 0.88PHF: 33 1 23 57 47 0 13 17 7 37 780 430 710 0 2 51 31 85 51 1 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 001 0 0 0 001 0 0 1 0000 0 0 0 00 0 THLT 00000110 0 00 0 0 0 0 0 0 0 0 0 THLT 1000000 5 00100 0 0 0 0 Peak Hour 2 0Count Total 0 100000000 0 1 2:45 PM 0 0 0 0 1 2:30 PM 1000000 0 2 2:15 PM 0 0 0 1 0 0 0 0 0 0 0 0 4 2:00 PM 0000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 20200001:15 PM 0 0 0 0 0 0 2 01:00 PM RT 5 0 Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min Total Rolling One Hour 1 1 0 1 0 0000000 RTTHLT RTTHLTRT 1 0 0 8 0 Peak Hour 0 1 1 0 1 0 0 1 1 0Count Total 0 1 2 0 0 0 1 3 7000000001100 0 0 0 0 4 2:45 PM 0 0 1 0 0 0 0 0 0 0 3 5 2:30 PM 0 0 0 0 0 0 0 0 1 0 1 0 0000000 0 0 0 1 2 2:15 PM 0 1 0 0 0 0 0 1 0 0 0 1 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 0 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 1:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 1:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00224000 0 0 Peak Hour 1 0 0 0 1 0 0 0 2 2 7 0 0Count Total 2 1 0 0 3 3 0 0 00000005:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 5:30 PM 1 1 0 0 2 1 0 0 1 2 3 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 1 0 0 0 1 0 0 1 0 0 1 0 0 0 0 0 1 EB WB NB SB Total East 4:45 PM 0 0 0 0 0 0 1 0 --0%HV%0%6%0%0%- 0 0 4:15 PM 0 0 0 0 0 1 0 0 0 0 1 0 0 West North South 4:00 PM 0 0 0 0 0 1 1 0 11 210012100 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%0%1%-0%0% Peak Hour All 1 17 40 18 0 0 2 4 0 0 0 0 0 1 0000000 21 117 0 HV 0 1 0 0 0 Count Total 1 26 73 7 0 2 18 22 2 32 207 0 27 105020005021100 4 0 1 23 111 5:45 PM 0 4 9 3 4 0 0 0 1 0 21 117 5:30 PM 0 2 7 3 0 0 1 0 0 0 2 0 5001100 4 0 7 34 115 5:15 PM 0 3 8 1 2 0 0 0 0 0 33 102 5:00 PM 0 6 14 0 0 0 1 0 1 0 4 2 6003500 1 0 3 29 0 4:45 PM 0 3 9 0 2 0 0 1 0 0 19 0 4:30 PM 1 5 9 0 0 0 7 0 0 0 4 0 4002200 3 0 1 21 0 4:15 PM 0 0 7 0 1 0 0 1 0 04:00 PM 0 3 10 0 0 0 2 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.0%0.71 TOTAL 0.9%0.86 TH RT WB 0.0%0.61 NB 0.0%0.50 Peak Hour: 4:30 PM 5:30 PM HV %:PHF EB 1.7%0.74 0 0 0 1 1 0 110 0 0 0 0 0 0 0 N Shattuck Ave S S Tobin St S Tobin St RH S D w y S Tobin St Sh a t t u c k A v e S 117TEV: 0.86PHF: 21 2 11 34 28 0 10 12 0 22 520 110 23 0 1 40 17 59 34 1 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 102 0 0 0 0001 0 0 0 10 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 4101101 7 01011 0 0 0 0 Peak Hour 0 1Count Total 0 400000000 1 4 5:45 PM 0 0 0 0 4 5:30 PM 3001101 0 2 5:15 PM 0 0 0 0 0 0 1 0 0 0 0 0 3 5:00 PM 0000 1 0 4:45 PM 0 0 1 0 0 4:30 PM 10000004:15 PM 0 0 0 0 0 0 1 04:00 PM RT 1 0 Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min Total Rolling One Hour 0 0 0 0 0 0000000 RTTHLT RTTHLTRT 0 0 0 3 0 Peak Hour 0 1 0 0 0 0 0 0 0 0Count Total 0 1 1 0 0 0 1 0 2000000000000 0 0 0 2 2 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 0 1 0 0 0 1 0 0 0 0 0 0000000 0 0 0 0 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 0 0 0 0 0 0 1 2 00000000 1 0 Peak Hour 1 0 1 0 2 0 0 1 0 1 2 0 1Count Total 2 0 3 4 9 0 1 0 00100108:15 AM 1 0 0 0 1 0 0 0 0 0 0 0 8:00 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 1 1 0 EB WB NB SB Total East 7:15 AM 0 0 1 0 1 0 0 0 -0%5%HV%-50%-0%- 1 0 6:45 AM 0 0 1 2 3 0 0 0 0 1 1 0 0 West North South 6:30 AM 0 0 0 0 7 22 1 0 0 13200120 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%--0%0%4%-0%0% Peak Hour All 0 2 0 2 0 8 36 1 0 0 0 0 0 2 0000010 2 52 0 HV 0 1 0 0 0 Count Total 0 3 0 2 0 1 1 0 27 4 85 0 9 50400040000000 0 4 1 11 52 8:15 AM 0 1 0 0 0 0 0 4 0 0 15 49 8:00 AM 0 2 0 0 0 0 0 8 1 0 0 3 1000001 0 4 0 15 45 7:45 AM 0 0 0 1 2 0 4 4 0 0 11 35 7:30 AM 0 0 0 1 0 0 0 6 0 0 0 2 0001002 0 2 1 8 0 7:15 AM 0 0 0 0 0 0 1 4 0 0 11 0 7:00 AM 0 0 0 0 0 0 0 4 0 0 0 6 0010000 0 2 1 5 0 6:45 AM 0 0 0 0 0 0 0 2 0 06:30 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 6:30 AM 8:30 AM SB 0.0%0.75 TOTAL 3.8%0.87 TH RT WB 0.0%0.38 NB 3.3%0.75 Peak Hour: 7:15 AM 8:15 AM HV %:PHF EB 25.0%0.50 0 0 0 0 0 0 000 0 0 0 0 0 0 0 N Shattuck Ave S S Tillicum St S Tillicum St Sh a t t u c k A v e S S Tillicum St Sh a t t u c k A v e S 52TEV: 0.87PHF: 2 13 0 15 26 0 2 1 0 3 10 1227 3015 0 2 0 2 4 10 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 1 0 000 0 0 0 000 0 1 0 0000 0 0 0 00 0 THLT 01000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 2 00000 0 0 0 0 Peak Hour 0 1Count Total 0 110000000 0 0 8:15 AM 0 0 0 0 0 8:00 AM 0000000 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 0000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 1 06:30 AM RT 2 0 Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min Total Rolling One Hour 1 0 0 0 0 0000000 RTTHLT RTTHLTRT 0 3 1 9 0 Peak Hour 0 1 0 0 0 0 0 3 0 0Count Total 0 2 0 0 0 0 0 1 2000000000000 0 0 0 1 2 8:15 AM 0 1 0 0 0 0 0 0 0 0 0 3 8:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 6 7:45 AM 0 0 0 0 0 0 0 0 0 0 1 7 7:30 AM 0 0 0 0 0 0 0 1 0 0 0 0 0000000 0 1 0 2 0 7:15 AM 0 0 0 0 0 0 0 1 0 0 3 0 7:00 AM 0 0 0 0 0 0 0 1 0 0 0 2 0000000 0 0 1 1 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 TH RT 6:30 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00023000 0 0 Peak Hour 0 1 1 3 5 1 0 1 1 2 5 0 0Count Total 1 1 3 3 8 1 0 0 00000002:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 2:30 PM 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 2:15 PM 1 0 1 0 2 0 1 0 0 0 0 0 0 0 0 0 2:00 PM 0 1 1 1 3 0 1 0 0 0 1 0 0 0 0 0 1:30 PM 0 0 0 1 1 0 0 0 0 2 2 0 0 0 0 0 0 EB WB NB SB Total East 1:45 PM 0 0 0 1 1 0 0 0 -0%2%HV%0%0%0%0%- 0 0 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 West North South 1:00 PM 0 0 0 0 5 42 1 1 1 52300120 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%0%100%0%40%4%-0%50% Peak Hour All 2 6 1 4 0 9 69 1 1 0 1 0 2 5 0010010 5 122 0 HV 0 0 0 0 0 Count Total 2 10 1 6 0 0 1 1 89 7 201 0 20 954000120000102 0 9 2 19 117 2:45 PM 0 1 0 0 1 0 0 5 0 0 22 120 2:30 PM 0 1 0 1 0 0 0 8 0 0 0 10 0000001 1 13 2 34 122 2:15 PM 0 2 0 1 1 0 0 15 0 0 42 106 2:00 PM 0 0 0 1 0 0 1 11 1 1 0 22 1000101 0 8 1 22 0 1:45 PM 1 2 1 0 0 0 2 9 0 0 24 0 1:30 PM 0 2 0 0 0 0 0 7 0 0 0 9 1000002 0 6 0 18 0 1:15 PM 1 2 0 2 0 0 1 10 0 01:00 PM 0 0 0 1 0 0 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 1:00 PM 3:00 PM SB 5.1%0.61 TOTAL 4.1%0.73 TH RT WB 33.3%0.38 NB 2.1%0.80 Peak Hour: 1:15 PM 2:15 PM HV %:PHF EB 0.0%0.60 0 1 0 0 2 0 000 0 0 0 0 0 0 0 N Shattuck Ave S S Tillicum St S Tillicum St Sh a t t u c k A v e S S Tillicum St Sh a t t u c k A v e S 122TEV: 0.73PHF: 5 52 1 59 51 1 2 1 0 3 30 1425 4855 0 3 1 6 12 13 2 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010 0 0 0 010 0 1 0 0000 0 0 0 00 0 THLT 00000000 1 00 0 0 0 0 0 0 0 0 0 THLT 3002000 5 00010 0 0 0 0 Peak Hour 0 2Count Total 0 200000000 0 3 2:45 PM 0 0 0 0 3 2:30 PM 2000001 0 3 2:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 3 2:00 PM 1000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 20020001:15 PM 0 0 0 0 0 0 0 01:00 PM RT 5 0 Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min Total Rolling One Hour 1 0 0 1 0 2000100 RTTHLT RTTHLTRT 1 0 2 8 0 Peak Hour 0 0 0 0 1 0 1 2 0 0Count Total 0 0 0 1 0 0 0 1 6100000000000 0 0 0 0 6 2:45 PM 0 0 0 0 0 0 0 0 0 0 2 7 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000001 1 0 0 3 5 2:15 PM 0 0 0 1 1 0 0 1 0 0 1 2 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1000000 0 0 1 1 0 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 1:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 1:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 1 0 0 0 0 1 10011010 0 0 Peak Hour 0 0 1 0 1 0 0 1 3 3 7 0 1Count Total 0 0 1 0 1 0 0 0 00000005:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 1 1 2 3 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 1 1 0 0 1 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 EB WB NB SB Total East 4:45 PM 0 0 0 0 0 0 0 0 -0%4%HV%-0%-0%- 0 0 4:15 PM 0 0 0 0 0 0 0 1 1 0 2 0 0 West North South 4:00 PM 0 0 0 0 3 23 1 1 1 28601000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%0%0%0%0%1%0%-- Peak Hour All 0 9 0 0 0 5 40 1 1 0 0 0 0 1 0000010 2 75 0 HV 0 0 0 0 0 Count Total 0 10 1 7 0 2 0 1 47 6 121 0 11 60300051000001 0 5 1 12 72 5:45 PM 0 1 0 0 0 0 1 5 0 0 12 74 5:30 PM 0 0 0 0 0 0 0 4 0 0 0 6 0000000 0 9 1 25 75 5:15 PM 0 0 1 1 0 0 0 9 0 0 23 61 5:00 PM 0 4 0 2 0 0 0 5 1 0 0 11 0000002 1 2 1 14 0 4:45 PM 0 4 0 0 0 0 1 7 0 0 13 0 4:30 PM 0 0 0 2 0 0 0 2 0 1 0 6 0010000 0 3 2 11 0 4:15 PM 0 1 0 2 0 0 0 5 0 04:00 PM 0 0 0 0 0 1 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.0%0.73 TOTAL 1.3%0.75 TH RT WB 0.0%0.25 NB 3.7%0.75 Peak Hour: 4:15 PM 5:15 PM HV %:PHF EB 0.0%0.63 0 0 0 0 1 0 000 0 0 0 0 0 1 0 N Shattuck Ave S S Tillicum St S Tillicum St Sh a t t u c k A v e S S Tillicum St Sh a t t u c k A v e S 75TEV: 0.75PHF: 2 28 1 32 33 1 0 0 1 1 20 1233 2735 0 6 0 9 15 5 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 1 0 0 0 0 0 0 0 000 0 0 0 000 0 1 0 0000 0 0 0 00 0 THLT 00010001 0 00 0 0 0 0 0 0 0 0 0 THLT 1001000 7 00021 0 0 0 0 Peak Hour 0 3Count Total 0 500000000 1 5 5:45 PM 0 1 0 0 4 5:30 PM 3002001 1 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 2 04:00 PM RT 1 0 Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min Total Rolling One Hour 1 0 0 0 0 0000000 RTTHLT RTTHLTRT 0 0 0 1 0 Peak Hour 0 0 0 0 0 0 0 1 0 0Count Total 0 0 0 0 0 0 0 0 0000000000000 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 0 4:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tillicum St S Tillicum St Shattuck Ave S Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 1 2 0 0 1 4 8 50011311 1 0 Peak Hour 0 0 19 10 29 0 0 0 1 1 2 6 1Count Total 0 0 31 18 49 0 1 1 00000028:15 AM 0 0 4 3 7 0 0 1 0 0 0 0 8:00 AM 0 0 7 2 9 0 0 0 0 1 1 0 0 0 0 0 7:45 AM 0 0 5 1 6 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 3 4 7 0 0 0 1 0 1 2 0 0 0 0 7:00 AM 0 0 3 3 6 0 0 0 0 0 0 0 0 0 2 5 0 EB WB NB SB Total East 7:15 AM 0 0 4 2 6 0 0 1 -100%10%HV%---0%- 0 0 6:45 AM 0 0 2 1 3 0 0 0 0 0 0 0 0 West North South 6:30 AM 0 0 3 0 1 178 0 0 0 71100000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---14%0%12%--- Peak Hour All 0 0 0 0 0 1 324 0 0 0 0 10 0 29 00001180 1 252 0 HV 0 0 0 0 0 Count Total 0 0 0 3 0 1 0 0 119 1 449 0 71 25247000231000000 0 18 0 65 237 8:15 AM 0 0 0 0 0 0 0 46 0 0 61 222 8:00 AM 0 0 0 1 0 0 0 47 0 0 0 14 0000000 0 16 0 55 213 7:45 AM 0 0 0 0 0 0 1 38 0 0 56 197 7:30 AM 0 0 0 0 0 0 0 39 0 0 0 15 0010000 0 10 0 50 0 7:15 AM 0 0 0 1 0 0 0 40 0 0 52 0 7:00 AM 0 0 0 0 0 0 0 37 0 0 0 14 0000000 0 9 0 39 0 6:45 AM 0 0 0 1 0 0 0 30 0 06:30 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 6:30 AM 8:30 AM SB 13.9%0.75 TOTAL 11.5%0.89 TH RT WB -- NB 10.6%0.95 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 0.0%0.25 0 0 0 0 1 0 000 0 0 0 1 0 1 3 N Logan Ave S S Tillicum St Driveway Lo g a n A v e S S Tillicum St Lo g a n A v e S 252TEV: 0.89PHF: 1 71 0 72 17 8 0 0 0 0 0 00 0 17 8 1 17 9 72 0 1 0 0 1 2 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 1001000 2 00010 0 0 0 0 Peak Hour 0 1Count Total 0 100000000 0 2 8:15 AM 0 0 0 0 2 8:00 AM 1001000 0 1 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 1001 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 06:30 AM RT 29 0 Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min Total Rolling One Hour 18 0 0 0 10 0000001 RTTHLT RTTHLTRT 0 18 0 49 0 Peak Hour 0 0 0 0 0 0 1 30 0 0Count Total 0 0 0 0 0 0 0 7 29400030000000 0 2 0 9 28 8:15 AM 0 0 0 0 0 0 0 7 0 0 6 25 8:00 AM 0 0 0 0 0 0 0 5 0 0 0 1 0000000 0 4 0 7 22 7:45 AM 0 0 0 0 0 0 1 2 0 0 6 20 7:30 AM 0 0 0 0 0 0 0 4 0 0 0 2 0000000 0 3 0 6 0 7:15 AM 0 0 0 0 0 0 0 3 0 0 3 0 7:00 AM 0 0 0 0 0 0 0 2 0 0 0 1 0000000 0 2 0 5 0 6:45 AM 0 0 0 0 0 0 0 3 0 0 TH RT 6:30 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 3 1 0 4 1 2 1 1 13 61012500 0 1 Peak Hour 0 0 10 7 17 1 0 0 1 2 4 10 2Count Total 0 0 22 19 41 1 0 0 00001112:45 PM 0 0 2 4 6 0 1 1 0 0 0 0 2:30 PM 0 0 1 1 2 0 0 1 0 0 0 2 0 0 0 1 2:15 PM 0 0 3 2 5 0 0 0 0 1 1 0 0 0 0 0 2:00 PM 0 0 1 2 3 0 1 0 0 0 1 4 0 0 0 0 1:30 PM 0 0 3 1 4 0 0 0 0 0 0 1 0 0 5 11 0 EB WB NB SB Total East 1:45 PM 0 0 6 1 7 0 0 0 -0%4%HV%----- 0 0 1:15 PM 0 0 0 3 3 0 0 0 0 0 0 1 2 West North South 1:00 PM 0 0 6 0 3 276 0 0 0 274000000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---3%-3%--- Peak Hour All 0 0 0 0 1 3 526 0 0 0 0 7 0 17 00000100 0 553 0 HV 0 0 0 0 0 Count Total 0 0 0 1 0 0 0 0 540 0 1,071 0 127 52744000830000000 0 63 0 133 539 2:45 PM 0 0 0 0 0 0 0 70 0 0 132 552 2:30 PM 0 0 0 0 0 0 0 65 0 0 0 67 0000000 0 67 0 135 553 2:15 PM 0 0 0 0 0 0 2 66 0 0 139 544 2:00 PM 0 0 0 0 0 0 0 61 0 0 0 78 0000000 0 71 0 146 0 1:45 PM 0 0 0 0 0 0 0 75 0 0 133 0 1:30 PM 0 0 0 0 0 0 0 74 0 0 0 58 0000001 0 53 0 126 0 1:15 PM 0 0 0 0 0 1 0 71 0 01:00 PM 0 0 0 1 0 0 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 1:00 PM 3:00 PM SB 2.6%0.88 TOTAL 3.1%0.95 TH RT WB -- NB 3.6%0.93 Peak Hour: 1:15 PM 2:15 PM HV %:PHF EB -- 1 0 0 0 1 0 000 0 0 0 0 1 0 5 N Logan Ave S S Tillicum St Driveway Lo g a n A v e S S Tillicum St Lo g a n A v e S 553TEV: 0.95PHF: 0 27 4 0 27 4 27 6 0 0 0 0 0 00 0 27 6 3 27 9 27 4 0 0 0 0 0 3 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 1 0 0 0 0 0 0 0 100 0 0 0 100 0 0 0 0000 0 1 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 2001000 4 00010 0 0 0 1 Peak Hour 0 2Count Total 0 310000000 1 3 2:45 PM 0 1 0 0 2 2:30 PM 0000000 1 2 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 PM 1000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 01:00 PM RT 17 0 Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min Total Rolling One Hour 10 0 0 0 7 0000000 RTTHLT RTTHLTRT 0 19 0 41 0 Peak Hour 0 0 0 0 0 0 0 22 0 0Count Total 0 0 0 0 0 0 0 6 16200040000000 0 1 0 2 17 2:45 PM 0 0 0 0 0 0 0 1 0 0 5 19 2:30 PM 0 0 0 0 0 0 0 3 0 0 0 2 0000000 0 2 0 3 17 2:15 PM 0 0 0 0 0 0 0 1 0 0 7 25 2:00 PM 0 0 0 0 0 0 0 6 0 0 0 1 0000000 0 1 0 4 0 1:45 PM 0 0 0 0 0 0 0 3 0 0 3 0 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 3 0000000 0 5 0 11 0 1:15 PM 0 0 0 0 0 0 0 6 0 0 TH RT 1:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 4 2 0 0 0 0 1 0 7 00024000 3 1 Peak Hour 0 0 10 13 23 2 0 0 2 2 9 3 0Count Total 0 0 23 23 46 5 0 0 01000105:45 PM 0 0 4 3 7 0 1 1 0 0 0 0 5:30 PM 0 0 3 2 5 0 0 1 0 1 1 0 0 0 0 0 5:15 PM 0 0 3 3 6 0 0 0 0 1 3 0 0 0 0 0 5:00 PM 0 0 1 2 3 2 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 1 4 5 0 0 0 1 0 1 2 0 0 2 5 2 EB WB NB SB Total East 4:45 PM 0 0 5 4 9 0 0 0 --5%HV%-0%--- 3 1 4:15 PM 0 0 3 3 6 0 0 0 0 0 2 0 0 West North South 4:00 PM 0 0 3 0 0 208 1 0 0 251000000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%--5%-5%--- Peak Hour All 0 1 0 0 1 0 390 1 0 0 0 13 0 23 00000100 0 461 0 HV 0 0 0 0 0 Count Total 0 1 0 0 0 0 0 0 467 0 860 0 114 42259000550000000 0 45 0 83 423 5:45 PM 0 0 0 0 0 0 0 38 0 0 111 461 5:30 PM 0 0 0 0 0 0 0 50 0 0 0 61 0000000 0 63 0 114 451 5:15 PM 0 0 0 0 0 0 0 50 0 0 115 438 5:00 PM 0 1 0 0 0 0 0 51 0 0 0 64 0000000 0 63 0 121 0 4:45 PM 0 0 0 0 0 0 0 57 1 0 101 0 4:30 PM 0 0 0 0 0 0 0 44 0 0 0 57 0000000 0 59 0 101 0 4:15 PM 0 0 0 0 0 1 0 41 0 04:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 4:00 PM 6:00 PM SB 5.2%0.98 TOTAL 5.0%0.95 TH RT WB -- NB 4.8%0.90 Peak Hour: 4:30 PM 5:30 PM HV %:PHF EB 0.0%0.25 0 0 2 0 2 0 000 0 0 0 0 0 0 0 N Logan Ave S S Tillicum St Driveway Lo g a n A v e S S Tillicum St Lo g a n A v e S 461TEV: 0.95PHF: 0 25 1 0 25 1 20 9 0 0 0 0 0 10 1 20 8 0 20 9 25 1 0 0 0 1 1 0 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 1 0 0 0 0 0 0 0 002 0 0 0 104 0 0 0 0002 0 0 0 00 0 THLT 00000000 0 02 0 0 0 0 0 0 0 0 0 THLT 4002000 9 00020 0 0 0 0 Peak Hour 0 2Count Total 0 610000010 1 5 5:45 PM 0 1 0 0 4 5:30 PM 1001000 3 4 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 10000014:15 PM 0 0 0 0 0 0 2 04:00 PM RT 23 0 Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min Total Rolling One Hour 10 0 0 0 13 0000000 RTTHLT RTTHLTRT 0 23 0 46 0 Peak Hour 0 0 0 0 0 0 0 23 0 0Count Total 0 0 0 0 0 0 0 7 21400030000000 0 2 0 5 23 5:45 PM 0 0 0 0 0 0 0 3 0 0 6 23 5:30 PM 0 0 0 0 0 0 0 3 0 0 0 3 0000000 0 2 0 3 23 5:15 PM 0 0 0 0 0 0 0 1 0 0 9 25 5:00 PM 0 0 0 0 0 0 0 5 0 0 0 4 0000000 0 4 0 5 0 4:45 PM 0 0 0 0 0 0 0 1 0 0 6 0 4:30 PM 0 0 0 0 0 0 0 3 0 0 0 3 0000000 0 2 0 5 0 4:15 PM 0 0 0 0 0 0 0 3 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 1 1 1 0 0 0 1 5 10124001 2 0 Peak Hour 0 2 17 10 29 0 1 1 2 2 5 2 1Count Total 1 2 31 18 52 0 0 1 00111308:15 AM 0 1 2 3 6 0 0 0 0 0 0 0 8:00 AM 0 1 7 2 10 0 0 0 0 1 1 0 0 0 0 0 7:45 AM 0 0 5 1 6 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 3 4 7 0 0 0 1 0 1 1 1 0 0 0 7:00 AM 0 0 3 3 6 0 0 0 0 0 0 1 0 0 2 6 0 EB WB NB SB Total East 7:15 AM 0 0 4 2 6 0 0 0 -0%11%HV%-0%0%0%- 1 0 6:45 AM 1 0 3 1 5 0 0 0 0 0 0 0 0 West North South 6:30 AM 0 0 4 0 24 159 1 3 3 6313005120 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%0%0%14%25%10%-20%8% Peak Hour All 0 7 2 16 0 40 298 2 3 0 0 9 1 29 01100170 4 296 0 HV 0 0 0 0 0 Count Total 0 9 5 20 0 1 6 4 107 10 521 0 85 29639032210000708 0 17 2 74 277 8:15 AM 0 0 1 4 2 0 3 42 0 0 73 258 8:00 AM 0 2 0 3 0 0 3 41 1 0 1 11 1002306 0 14 1 64 242 7:45 AM 0 3 1 3 0 0 7 37 0 0 66 225 7:30 AM 0 2 0 3 0 0 0 36 0 0 1 15 1000205 0 9 1 55 0 7:15 AM 0 1 1 4 1 0 3 38 0 0 57 0 7:00 AM 0 0 1 0 0 1 1 36 1 0 0 13 1000103 0 7 3 47 0 6:45 AM 0 0 0 2 0 0 5 29 0 06:30 AM 0 1 1 1 0 0 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 6:30 AM 8:30 AM SB 13.7%0.70 TOTAL 9.8%0.87 TH RT WB 11.8%0.61 NB 9.2%0.96 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 0.0%0.79 0 0 0 0 2 0 010 1 0 0 1 0 0 0 N Logan Ave S S Tobin St S Tobin St Lo g a n A v e S S Tobin St Lo g a n A v e S 296TEV: 0.87PHF: 4 63 3 73 18 1 3 12 5 0 17 60 1 15 924 18 4 76 0 13 2 7 22 33 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 000 0 0 1 000 0 0 1 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 4002001 5 00020 0 0 0 1 Peak Hour 0 2Count Total 0 430010000 0 2 8:15 AM 0 0 0 0 2 8:00 AM 1001000 0 1 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 1001 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 06:30 AM RT 29 0 Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 17 0 0 0 9 1001100 RTTHLT RTTHLTRT 0 17 1 52 0 Peak Hour 0 0 0 0 1 0 2 29 0 0Count Total 0 0 0 1 0 0 1 6 29200030000100 0 2 0 10 29 8:15 AM 0 0 0 0 0 0 0 7 0 0 6 25 8:00 AM 0 0 0 0 0 0 1 5 0 0 0 1 0000000 0 3 1 7 24 7:45 AM 0 0 0 0 0 0 0 3 0 0 6 23 7:30 AM 0 0 0 0 0 0 0 4 0 0 0 2 0000000 0 3 0 6 0 7:15 AM 0 0 0 0 0 0 0 3 0 0 5 0 7:00 AM 0 0 0 0 0 0 0 2 0 0 0 1 0000001 0 2 0 6 0 6:45 AM 0 0 0 1 0 0 1 3 0 0 TH RT 6:30 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 3 0 0 4 2 1 3 2 15 73011301 5 4 Peak Hour 3 0 11 7 21 0 0 0 1 5 6 4 2Count Total 5 1 18 20 44 0 1 0 10001102:45 PM 0 0 3 4 7 1 2 0 1 2 0 0 2:30 PM 0 0 1 1 2 0 0 1 0 0 0 0 0 1 0 1 2:15 PM 1 0 2 2 5 0 0 0 0 1 1 1 0 0 0 2 2:00 PM 0 0 1 3 4 0 0 0 0 0 0 2 0 0 0 0 1:30 PM 0 0 5 1 6 0 0 0 0 2 2 0 0 0 5 11 0 EB WB NB SB Total East 1:45 PM 2 0 3 1 6 0 0 0 -9%5%HV%-12%0%0%0% 2 0 1:15 PM 0 0 0 3 3 0 0 0 0 0 0 1 0 West North South 1:00 PM 2 1 3 0 11 209 1 0 12 25241116380 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%3%0%3%0%0%0% Peak Hour All 0 25 4 75 0 18 414 4 1 0 0 7 0 21 00001100 16 617 0 HV 0 3 0 0 0 Count Total 0 40 10 77 1 3 11 25 487 28 1,194 0 142 58633002833010902 5 54 0 140 597 2:45 PM 0 3 1 5 10 0 1 55 0 0 150 617 2:30 PM 0 3 1 9 0 0 2 59 1 0 2 62 3012402 5 55 5 154 615 2:15 PM 0 6 2 6 11 0 1 49 0 0 153 608 2:00 PM 0 7 1 16 1 0 3 46 0 0 1 72 50011004 4 63 3 160 0 1:45 PM 0 4 1 9 13 0 4 55 0 0 148 0 1:30 PM 0 8 0 10 0 0 0 61 1 0 1 54 4002803 5 44 5 147 0 1:15 PM 0 3 2 9 10 0 1 56 2 11:00 PM 0 6 2 13 0 1 1 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 1:00 PM 3:00 PM SB 2.5%0.90 TOTAL 3.4%0.96 TH RT WB 0.0%0.77 NB 5.0%0.89 Peak Hour: 1:30 PM 2:30 PM HV %:PHF EB 4.3%0.73 0 0 0 0 1 0 000 0 0 0 1 3 0 3 N Logan Ave S S Tobin St S Tobin St Lo g a n A v e S S Tobin St Lo g a n A v e S 617TEV: 0.96PHF: 16 25 2 12 28 0 27 2 0 38 6 1 46 181 1 20 911 22 1 29 4 0 41 4 25 70 33 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 1 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 1001000 6 00010 1 0 0 1 Peak Hour 0 5Count Total 0 410000000 2 3 2:45 PM 0 1 0 0 1 2:30 PM 0000000 1 3 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 2:00 PM 0000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 20020001:15 PM 0 0 0 0 0 0 0 01:00 PM RT 21 0 Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 10 0 0 0 7 0000001 RTTHLT RTTHLTRT 0 19 1 44 0 Peak Hour 0 3 0 0 1 0 2 16 0 0Count Total 0 5 0 0 0 0 0 7 18200040000001 0 1 0 2 17 2:45 PM 0 0 0 0 0 0 0 1 0 0 5 21 2:30 PM 0 0 0 0 0 0 0 2 0 0 0 2 0000000 0 3 0 4 19 2:15 PM 0 1 0 0 0 0 0 1 0 0 6 26 2:00 PM 0 0 0 0 0 0 0 3 0 0 0 1 0000000 0 1 0 6 0 1:45 PM 0 2 0 0 0 0 1 4 0 0 3 0 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 3 0000000 0 4 1 11 0 1:15 PM 0 0 0 0 1 0 0 3 0 0 TH RT 1:00 PM 0 2 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 2 0 3 0 4 5 2 16 70014502 3 1 Peak Hour 0 2 9 12 23 2 1 1 1 1 6 8 4Count Total 1 2 21 23 47 3 1 0 10000005:45 PM 0 0 4 4 8 0 1 1 3 1 0 0 5:30 PM 1 0 2 2 5 0 0 1 0 1 2 3 0 1 0 0 5:15 PM 0 0 3 2 5 1 0 0 0 0 1 0 0 0 1 0 5:00 PM 0 1 1 2 4 1 0 0 0 0 0 2 0 0 0 0 4:30 PM 0 0 1 4 5 0 1 0 0 0 1 2 0 0 2 5 0 EB WB NB SB Total East 4:45 PM 0 1 4 4 9 0 1 0 -0%5%HV%-0%0%0%- 0 0 4:15 PM 0 0 3 3 6 1 0 0 0 0 0 0 0 West North South 4:00 PM 0 0 3 1 14 174 2 2 13 23243021170 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%0%0%5%0%4%50%0%6% Peak Hour All 0 10 7 39 0 24 319 5 2 0 0 12 0 23 0010090 4 521 0 HV 0 0 0 0 0 Count Total 0 28 9 75 0 3 1 27 430 11 973 0 128 47043003551000802 0 40 3 92 478 5:45 PM 0 6 0 10 7 0 3 27 1 0 123 521 5:30 PM 0 6 1 3 0 1 0 42 1 0 3 58 0010402 3 58 0 127 513 5:15 PM 0 4 0 8 2 0 1 38 0 2 136 503 5:00 PM 0 5 2 15 0 1 0 47 0 0 4 58 2000407 3 58 2 135 0 4:45 PM 0 1 1 12 7 0 4 47 1 0 115 0 4:30 PM 0 0 4 8 0 0 1 40 0 0 6 49 1000403 5 54 2 117 0 4:15 PM 0 1 0 11 3 0 2 35 2 04:00 PM 0 5 1 8 0 0 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 4:00 PM 6:00 PM SB 4.8%0.98 TOTAL 4.4%0.96 TH RT WB 10.0%0.63 NB 4.7%0.88 Peak Hour: 4:30 PM 5:30 PM HV %:PHF EB 0.0%0.68 2 0 0 1 0 0 000 0 1 0 2 0 0 5 N Logan Ave S S Tobin St S Tobin St Lo g a n A v e S S Tobin St Lo g a n A v e S 521TEV: 0.96PHF: 4 23 2 13 25 1 20 3 2 17 1 2 20 220 2 17 414 19 0 27 7 0 43 7 10 60 19 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 200 0 1 0 201 0 1 0 0000 1 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 4000100 6 01010 0 0 0 0 Peak Hour 0 0Count Total 0 400000000 1 4 5:45 PM 0 1 0 0 4 5:30 PM 2000100 1 3 5:15 PM 0 0 0 0 0 1 0 0 0 0 0 0 2 5:00 PM 0000 1 0 4:45 PM 0 0 0 0 0 4:30 PM 10000004:15 PM 1 1 0 0 0 0 0 04:00 PM RT 23 0 Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 9 0 0 0 12 0010100 RTTHLT RTTHLTRT 1 21 1 47 0 Peak Hour 0 0 0 0 1 0 0 21 0 0Count Total 0 1 0 0 0 1 0 8 22400040000000 0 1 1 5 23 5:45 PM 0 0 0 0 0 0 0 2 0 0 5 23 5:30 PM 0 1 0 0 0 0 0 3 0 0 0 2 0000000 0 2 0 4 24 5:15 PM 0 0 0 0 0 0 0 1 0 0 9 25 5:00 PM 0 0 0 0 0 1 0 4 0 0 0 4 0000100 0 4 0 5 0 4:45 PM 0 0 0 0 0 0 0 1 0 0 6 0 4:30 PM 0 0 0 0 0 0 0 3 0 0 1 2 0000000 0 2 0 5 0 4:15 PM 0 0 0 0 0 0 0 3 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 1 4 2 2 0 7 2 18 113011242 3 4 Peak Hour 0 30 20 10 60 0 0 1 0 1 2 7 4Count Total 0 62 38 19 119 0 1 0 10000008:15 AM 0 6 4 4 14 0 0 1 3 1 2 0 8:00 AM 0 9 7 2 18 0 0 0 0 1 1 0 0 0 1 0 7:45 AM 0 7 6 1 14 0 0 0 0 0 0 1 0 0 0 0 7:30 AM 0 8 3 3 14 0 0 0 0 0 0 2 0 1 1 0 7:00 AM 0 7 6 3 16 0 1 0 0 0 0 1 0 0 2 17 0 EB WB NB SB Total East 7:15 AM 0 10 5 2 17 0 1 2 -53%23%HV%----- 0 0 6:45 AM 0 5 2 2 9 0 0 0 0 0 0 0 0 West North South 6:30 AM 0 10 5 4 15 53 0 0 0 4600222991240 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---15%10%10%18%8%2% Peak Hour All 0 0 0 233 0 24 96 0 0 0 0 7 3 60 023308120 30 589 0 HV 0 0 0 0 0 Count Total 0 0 0 0 0 35 563 0 84 44 1,079 0 160 58918000161107782604 0 12 7 158 572 8:15 AM 0 0 0 0 34 0 5 10 0 0 138 543 8:00 AM 0 0 0 0 0 6 84 18 0 0 0 8 504713002 0 10 7 133 521 7:45 AM 0 0 0 0 34 0 4 7 0 0 143 490 7:30 AM 0 0 0 0 0 5 66 14 0 0 0 14 507722902 0 10 2 129 0 7:15 AM 0 0 0 0 28 0 4 12 0 0 116 0 7:00 AM 0 0 0 0 0 3 70 12 0 0 0 8 602662200 0 6 1 102 0 6:45 AM 0 0 0 0 30 0 3 5 0 06:30 AM 0 0 0 0 0 1 56 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 6:30 AM 8:30 AM SB 13.2%0.70 TOTAL 10.2%0.92 TH RT WB 6.7%0.90 NB 29.4%0.77 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB -- 0 0 0 1 0 0 000 0 0 0 2 3 4 2 N Logan Ave S S 2nd St S 2nd St Lo g a n A v e S S 2nd St Lo g a n A v e S 589TEV: 0.92PHF: 30 46 0 76 17 7 0 124 299 22 445 00 05315 6868 0 0 0 0 0 344 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 1 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 1000100 2 01000 0 0 0 0 Peak Hour 0 0Count Total 0 100000000 0 1 8:15 AM 0 0 0 0 2 8:00 AM 1000100 0 1 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 0000 1 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 1 0 0 0 0 06:30 AM RT 60 0 Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 12 0 0 0 7 30423308 RTTHLT RTTHLTRT 0 15 4 119 0 Peak Hour 0 0 0 0 6 0 15 23 0 0Count Total 0 0 0 0 0 8 48 14 60200022006002 0 2 0 18 63 8:15 AM 0 0 0 0 1 0 2 5 0 0 14 61 8:00 AM 0 0 0 0 0 2 6 4 0 0 0 1 0016002 0 2 1 14 56 7:45 AM 0 0 0 0 2 0 2 1 0 0 17 59 7:30 AM 0 0 0 0 0 1 5 4 0 0 0 2 0028001 0 3 0 16 0 7:15 AM 0 0 0 0 0 0 3 3 0 0 9 0 7:00 AM 0 0 0 0 0 1 6 2 0 0 0 1 1005000 0 2 0 17 0 6:45 AM 0 0 0 0 3 0 3 2 0 0 TH RT 6:30 AM 0 0 0 0 0 1 6 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 7 10 14 6 4 9 9 5 64 339033699 15 17 Peak Hour 0 41 15 8 64 0 0 2 0 6 8 12 20Count Total 0 78 25 19 122 0 1 0 20001122:45 PM 0 9 4 4 17 0 1 2 3 4 0 6 2:30 PM 0 7 1 1 9 0 1 0 0 0 0 0 3 0 3 0 2:15 PM 0 9 5 3 17 0 0 0 0 1 1 1 0 2 1 2 2:00 PM 0 10 2 3 15 0 0 0 0 1 1 1 4 5 1 6 1:30 PM 0 13 3 1 17 0 0 0 0 1 1 1 3 0 3 18 0 EB WB NB SB Total East 1:45 PM 0 9 5 1 15 1 1 4 -64%67%HV%----- 2 0 1:15 PM 0 9 2 3 14 0 0 1 0 1 2 1 4 West North South 1:00 PM 0 12 3 11 11 12 0 0 0 900173901980 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---67%1%7%65%7%2% Peak Hour All 0 0 0 403 0 23 25 0 0 0 0 6 2 64 02730780 279 916 0 HV 0 0 0 0 0 Count Total 0 0 0 0 0 36 769 0 22 522 1,800 0 234 9135000681051003304 0 1 58 223 902 2:45 PM 0 0 0 0 55 0 2 2 0 0 230 916 2:30 PM 0 0 0 0 0 5 100 2 0 0 0 2 6505975603 0 3 63 226 891 2:15 PM 0 0 0 0 44 0 2 3 0 0 223 887 2:00 PM 0 0 0 0 0 3 108 4 0 0 0 2 7405914304 0 2 77 237 0 1:45 PM 0 0 0 0 55 0 2 3 0 0 205 0 1:30 PM 0 0 0 0 0 4 94 1 0 0 0 2 5305776403 0 4 51 222 0 1:15 PM 0 0 0 0 53 0 3 5 0 01:00 PM 0 0 0 0 0 4 102 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 1:00 PM 3:00 PM SB 2.8%0.91 TOTAL 7.0%0.97 TH RT WB 6.8%0.96 NB 65.2%0.72 Peak Hour: 1:30 PM 2:30 PM HV %:PHF EB -- 0 0 0 1 2 0 000 0 0 0 9 9 9 6 N Logan Ave S S 2nd St S 2nd St Lo g a n A v e S S 2nd St Lo g a n A v e S 916TEV: 0.97PHF: 27 9 9 0 28 8 21 0 0 198 390 17 605 00 01211 2326 0 0 0 0 0 680 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 1 0 0 0 1 0 1 0 0 1 0 0 0 0 000 0 0 0 000 0 1 1 0000 0 0 0 00 0 THLT 01000010 0 00 0 0 0 0 0 0 0 0 0 THLT 3002100 8 01000 0 0 0 1 Peak Hour 0 5Count Total 0 310000000 1 3 2:45 PM 0 0 0 0 3 2:30 PM 0000000 1 4 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5 2:00 PM 1000 1 0 1:45 PM 0 0 0 0 0 1:30 PM 10010001:15 PM 0 0 0 0 0 0 2 01:00 PM RT 64 0 Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 8 0 0 0 6 201127307 RTTHLT RTTHLTRT 0 13 6 122 0 Peak Hour 0 0 0 0 5 0 12 13 0 0Count Total 0 0 0 0 0 22 51 17 58200031035102 0 1 0 9 56 2:45 PM 0 0 0 0 0 0 0 1 0 0 17 64 2:30 PM 0 0 0 0 0 2 5 2 0 0 0 1 2036003 0 3 0 15 61 2:15 PM 0 0 0 0 0 0 1 1 0 0 15 64 2:00 PM 0 0 0 0 0 3 7 3 0 0 0 1 0036002 0 1 0 17 0 1:45 PM 0 0 0 0 3 0 1 2 0 0 14 0 1:30 PM 0 0 0 0 0 2 8 0 0 0 0 1 2036002 0 2 1 18 0 1:15 PM 0 0 0 0 1 0 1 2 0 0 TH RT 1:00 PM 0 0 0 0 0 3 8 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 19 12 11 14 15 19 25 17 132 7311023182717 24 31 Peak Hour 0 34 14 9 57 0 1 1 0 2 3 30 47Count Total 0 68 30 19 117 0 5 2 30000075:45 PM 0 8 5 2 15 0 0 3 8 6 8 2 5:30 PM 0 8 4 1 13 0 0 0 0 1 2 7 5 5 5 0 5:15 PM 0 9 3 2 14 0 1 0 0 1 1 2 8 6 1 1 5:00 PM 0 6 2 2 10 0 0 0 0 0 0 6 3 2 2 5 4:30 PM 0 8 3 4 15 0 0 0 0 0 0 1 4 2 2 16 0 EB WB NB SB Total East 4:45 PM 0 11 5 4 20 0 0 4 -32%42%HV%----- 1 10 4:15 PM 0 8 4 2 14 0 0 0 0 0 0 0 8 West North South 4:00 PM 0 10 4 12 19 19 0 0 0 1600265021500 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---56%0%6%46%4%1% Peak Hour All 0 0 0 295 0 33 35 0 0 0 0 9 0 57 02020680 226 958 0 HV 0 0 0 0 0 Count Total 0 0 0 0 0 47 967 0 30 444 1,851 0 223 9403000257021183902 0 3 41 225 958 5:45 PM 0 0 0 0 31 0 5 6 0 0 244 950 5:30 PM 0 0 0 0 0 4 135 4 0 0 0 3 61061293506 0 3 63 248 929 5:15 PM 0 0 0 0 35 0 3 5 0 0 241 911 5:00 PM 0 0 0 0 0 8 131 4 0 0 0 7 61081074905 0 8 50 217 0 4:45 PM 0 0 0 0 35 0 5 3 0 0 223 0 4:30 PM 0 0 0 0 0 5 111 4 0 0 0 1 53051193902 0 3 58 230 0 4:15 PM 0 0 0 0 32 0 5 6 0 04:00 PM 0 0 0 0 0 9 117 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 4:00 PM 6:00 PM SB 3.7%0.89 TOTAL 5.9%0.97 TH RT WB 5.0%0.97 NB 36.8%0.86 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB -- 0 0 0 1 1 0 000 0 1 0 17 11 27 18 N Logan Ave S S 2nd St S 2nd St Lo g a n A v e S S 2nd St Lo g a n A v e S 958TEV: 0.97PHF: 22 6 16 0 24 2 16 9 0 150 502 26 678 00 01919 3842 0 0 0 0 0 747 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 1 0 0 0 0 0 0 000 0 1 0 000 0 1 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 3001100 3 01000 0 0 0 0 Peak Hour 0 1Count Total 0 300000000 0 3 5:45 PM 0 0 0 0 3 5:30 PM 2001000 1 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 0 04:00 PM RT 57 0 Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 8 0 0 0 9 001220206 RTTHLT RTTHLTRT 0 18 1 117 0 Peak Hour 0 0 0 0 4 0 13 17 0 0Count Total 0 0 0 0 0 22 42 15 52300020025102 0 1 0 13 57 5:45 PM 0 0 0 0 0 0 2 2 0 0 14 59 5:30 PM 0 0 0 0 0 4 4 2 0 0 0 2 0026101 0 2 0 10 59 5:15 PM 0 0 0 0 0 0 1 1 0 0 20 65 5:00 PM 0 0 0 0 0 3 3 3 0 0 0 4 0037102 0 4 0 15 0 4:45 PM 0 0 0 0 0 0 2 1 0 0 14 0 4:30 PM 0 0 0 0 0 2 6 3 0 0 0 1 1035001 0 2 0 16 0 4:15 PM 0 0 0 0 1 0 2 2 0 0 TH RT 4:00 PM 0 0 0 0 0 3 6 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 0 3 0 0 3 1 1 9 50012320 3 0 Peak Hr 0 41 0 3 44 0 1 2 0 1 3 4 2Count Total 0 74 0 3 77 0 0 0 00100118:15 AM 0 11 0 1 12 0 0 0 1 0 0 0 8:00 AM 0 10 0 1 11 0 0 0 0 0 0 2 1 0 0 0 7:45 AM 0 11 0 0 11 0 0 0 0 1 1 0 0 0 0 0 7:30 AM 0 9 0 1 10 0 0 0 0 0 0 0 0 2 0 0 7:00 AM 0 11 0 0 11 0 0 0 0 0 1 0 0 0 0 9 0 EB WB NB SB Total East 7:15 AM 0 6 0 0 6 0 0 1 ---HV%----- 1 0 6:45 AM 0 7 0 0 7 0 1 0 0 0 0 0 0 West North South 6:30 AM 0 9 0 0 0 0 0 0 1 0000313330 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total --0%-8%11%-12%9% Peak Hour All 0 0 0 66 0 0 0 0 0 0 0 0 3 44 03830000 39 386 0 HV 0 0 0 0 0 Count Total 0 0 0 0 0 0 581 1 0 63 711 0 104 386000001300811000 0 0 8 102 374 8:15 AM 0 0 0 0 8 0 0 0 0 0 90 355 8:00 AM 0 0 0 0 0 0 86 0 0 0 1 0 120069800 0 0 6 90 348 7:45 AM 0 0 0 0 7 0 0 0 0 0 92 325 7:30 AM 0 0 0 0 0 0 77 0 0 0 0 0 60080600 0 0 4 83 0 7:15 AM 0 0 0 0 10 0 0 0 0 0 83 0 7:00 AM 0 0 0 0 0 0 69 0 0 0 0 0 80066900 0 0 6 67 0 6:45 AM 0 0 0 0 8 0 0 0 0 06:30 AM 0 0 0 0 0 0 53 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min TotalUTLTTHRT SB 7.5%0.77 TOTAL 11.4%0.93 TH RTUTLTTHRTUTLT WB 11.8%0.92 NB -- Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB -- Date: 07/09/2024 Peak Hour Count Period: 6:30 AM 8:30 AM 0 0 0 1 1 0 0 0 2 3 N Lake Ave S S 2nd St S 2nd St La k e A v e S S 2nd St 386TEV: 0.93PHF: 39 1 40 33 0 33 313 346 10 0 00 352 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 2 0100010Peak Hour 0 0 0 0 0 0 1 0 0 3 0Count Total 0 0 0 0 0 2 0 0 2000001 0 1 8:15 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 1 0 0 1 2 1 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 7:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 6:30 AM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 44 0 Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastbound 0 0 0 0 0 30038300 0 0 3 77 0 Peak Hour 0 0 0 0 5 0 0 0 0 0Count Total 0 0 0 0 0 0 69 12 440000010011000 0 0 1 11 38 8:15 AM 0 0 0 0 0 0 0 0 0 0 11 38 8:00 AM 0 0 0 0 0 0 10 0 0 0 0 0 0009200 0 0 1 10 34 7:45 AM 0 0 0 0 1 0 0 0 0 0 6 33 7:30 AM 0 0 0 0 0 0 8 0 0 0 0 0 0006000 0 0 0 11 0 7:15 AM 0 0 0 0 2 0 0 0 0 0 7 0 7:00 AM 0 0 0 0 0 0 9 0 0 0 0 0 0007000 0 0 0 9 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 TH RT 6:30 AM 0 0 0 0 0 0 9 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastboundWestbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 2 6 0 2 2 2 1 16 100002532 6 0 Peak Hr 0 36 0 4 40 0 2 4 0 1 5 7 3Count Total 0 72 0 7 79 0 0 1 00000002:45 PM 0 11 0 1 12 0 1 0 0 2 0 0 2:30 PM 0 5 0 1 6 0 1 0 0 0 1 2 0 0 1 0 2:15 PM 0 11 0 1 12 0 1 0 0 0 0 0 1 0 0 0 2:00 PM 0 9 0 0 9 0 0 0 0 0 0 0 2 1 0 0 1:30 PM 0 8 0 0 8 0 1 0 0 1 1 2 0 0 1 12 0 EB WB NB SB Total East 1:45 PM 0 8 0 3 11 0 1 3 ---HV%----- 1 0 1:15 PM 0 9 0 0 9 0 0 1 0 0 1 0 0 West North South 1:00 PM 0 11 0 0 0 0 0 0 2 0000420970 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total --0%-4%6%-8%2% Peak Hour All 0 0 0 184 0 0 0 0 0 0 0 0 4 40 03420000 105 624 0 HV 0 0 0 0 0 Count Total 0 0 0 0 0 0 822 2 0 194 1,202 0 160 5910000035001061900 0 0 20 143 614 2:45 PM 0 0 0 0 21 0 0 0 0 0 135 624 2:30 PM 0 0 0 0 0 0 102 0 0 0 1 0 11001022100 0 0 25 153 610 2:15 PM 0 0 0 0 23 0 0 0 0 0 183 611 2:00 PM 0 0 0 0 0 0 105 0 0 0 1 0 44001102800 0 0 25 153 0 1:45 PM 0 0 0 0 25 0 0 0 0 0 121 0 1:30 PM 0 0 0 0 0 0 103 0 0 0 0 0 1800802300 0 0 16 154 0 1:15 PM 0 0 0 0 24 0 0 0 0 01:00 PM 0 0 0 0 0 0 114 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min TotalUTLTTHRT SB 3.7%0.59 TOTAL 6.4%0.85 TH RTUTLTTHRTUTLT WB 7.0%0.94 NB -- Peak Hour: 1:30 PM 2:30 PM HV %:PHF EB -- Date: 07/09/2024 Peak Hour Count Period: 1:00 PM 3:00 PM 0 0 0 0 2 0 2 0 3 5 N Lake Ave S S 2nd St S 2nd St La k e A v e S S 2nd St 624TEV: 0.85PHF: 10 5 2 10 7 97 0 97 420 517 20 0 00 525 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 2 0200000Peak Hour 0 0 0 0 0 0 0 0 1 5 0Count Total 0 0 0 0 0 4 0 0 2000000 1 2 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 2:30 PM 0 0 0 0 0 1 1 0 0 0 0 02:15 PM 0 0 0 0 0 0 0 0 0 0 2 3 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 1:30 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1:15 PM 0 0 0 0 0 0 1 0 0 0 0 TH RT LT TH RT 1:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 40 0 Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastbound 0 0 0 0 0 40034200 0 0 7 79 0 Peak Hour 0 0 0 0 6 0 0 0 0 0Count Total 0 0 0 0 0 0 66 12 390000010010100 0 0 1 6 38 2:45 PM 0 0 0 0 0 0 0 0 0 0 12 40 2:30 PM 0 0 0 0 0 0 5 0 0 0 0 0 10011000 0 0 0 9 37 2:15 PM 0 0 0 0 0 0 0 0 0 0 11 40 2:00 PM 0 0 0 0 0 0 9 0 0 0 0 0 3007100 0 0 0 8 0 1:45 PM 0 0 0 0 1 0 0 0 0 0 9 0 1:30 PM 0 0 0 0 0 0 7 0 0 0 0 0 0008100 0 0 1 12 0 1:15 PM 0 0 0 0 2 0 0 0 0 0 TH RT 1:00 PM 0 0 0 0 0 0 9 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastboundWestbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 2 7 4 5 1 1 0 22 70001403 10 0 Peak Hr 0 28 0 0 28 0 1 1 0 0 1 8 4Count Total 0 64 0 0 64 0 0 0 00000005:45 PM 0 8 0 0 8 0 1 1 0 0 0 0 5:30 PM 0 6 0 0 6 0 1 0 0 0 0 0 0 1 2 0 5:15 PM 0 8 0 0 8 0 0 0 0 0 0 3 0 0 2 0 5:00 PM 0 6 0 0 6 0 0 0 0 0 0 2 3 4 0 0 4:30 PM 0 9 0 0 9 0 0 0 0 0 0 1 1 0 0 9 0 EB WB NB SB Total East 4:45 PM 0 10 0 0 10 0 0 0 ---HV%----- 1 0 4:15 PM 0 8 0 0 8 0 0 0 0 0 0 1 0 West North South 4:00 PM 0 9 0 0 0 0 0 0 0 0000530810 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ----0%4%-5%0% Peak Hour All 0 0 0 137 0 0 0 0 0 0 0 0 0 28 02800000 62 673 0 HV 0 0 0 0 0 Count Total 0 0 0 0 0 0 1,042 0 0 124 1,303 0 165 6730000018001202700 0 0 15 167 655 5:45 PM 0 0 0 0 20 0 0 0 0 0 165 666 5:30 PM 0 0 0 0 0 0 132 0 0 0 0 0 15001311900 0 0 14 176 641 5:15 PM 0 0 0 0 15 0 0 0 0 0 147 630 5:00 PM 0 0 0 0 0 0 147 0 0 0 0 0 11001221400 0 0 22 178 0 4:45 PM 0 0 0 0 21 0 0 0 0 0 140 0 4:30 PM 0 0 0 0 0 0 135 0 0 0 0 0 7001231000 0 0 22 165 0 4:15 PM 0 0 0 0 11 0 0 0 0 04:00 PM 0 0 0 0 0 0 132 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min TotalUTLTTHRT SB 0.0%0.86 TOTAL 4.2%0.96 TH RTUTLTTHRTUTLT WB 4.6%0.94 NB -- Peak Hour: 5:00 PM 6:00 PM HV %:PHF EB -- Date: 07/09/2024 Peak Hour Count Period: 4:00 PM 6:00 PM 0 0 0 0 1 0 3 0 0 4 N Lake Ave S S 2nd St S 2nd St La k e A v e S S 2nd St 673TEV: 0.96PHF: 62 0 62 81 0 81 530 611 00 0 00 592 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 1 0100000Peak Hour 0 0 0 0 0 0 0 0 0 1 0Count Total 0 0 0 0 0 1 0 0 1000000 1 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 1 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 28 0 Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastbound 0 0 0 0 0 00028000 0 0 0 64 0 Peak Hour 0 0 0 0 1 0 0 0 0 0Count Total 0 0 0 0 0 0 63 8 28000000008000 0 0 0 6 30 5:45 PM 0 0 0 0 0 0 0 0 0 0 8 33 5:30 PM 0 0 0 0 0 0 6 0 0 0 0 0 0008000 0 0 0 6 33 5:15 PM 0 0 0 0 0 0 0 0 0 0 10 36 5:00 PM 0 0 0 0 0 0 6 0 0 0 0 0 00010000 0 0 0 9 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 8 0 4:30 PM 0 0 0 0 0 0 9 0 0 0 0 0 0007100 0 0 0 9 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 9 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastboundWestbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 0 1 5 2 3 1 1 14 70102034 8 0 Peak Hour 2 1 2 1 6 1 0 1 1 0 3 0 6Count Total 4 3 3 1 11 1 1 0 00010108:15 AM 1 0 0 1 2 0 0 0 1 0 0 0 8:00 AM 1 1 0 0 2 0 0 0 0 0 0 0 1 2 2 0 7:45 AM 0 0 1 0 1 0 0 0 0 0 1 0 0 2 3 0 7:30 AM 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 7:00 AM 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 2 0 EB WB NB SB Total East 7:15 AM 0 0 0 0 0 0 0 0 -50%0%HV%-14%4%0%- 0 0 6:45 AM 1 0 0 0 1 0 0 0 0 0 0 0 1 West North South 6:30 AM 0 2 0 1 4 17 8 0 2 19190121210 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%5%0%5%8%0%0% Peak Hour All 0 7 23 3 0 9 39 11 0 0 0 1 0 6 0000200 5 129 0 HV 0 1 1 0 0 Count Total 0 11 34 30 0 16 23 5 27 9 217 0 33 129510082023001 1 2 0 26 121 8:15 AM 0 1 6 4 0 0 0 5 2 0 43 118 8:00 AM 0 0 4 2 0 6 4 4 1 0 1 6 3023101 0 3 0 27 99 7:45 AM 0 4 8 9 0 0 2 3 4 0 25 88 7:30 AM 0 2 5 4 0 2 2 3 2 0 0 3 2000002 0 3 1 23 0 7:15 AM 0 4 5 4 1 0 2 7 1 0 24 0 7:00 AM 0 0 3 2 0 1 2 10 0 0 1 1 1025000 2 1 0 16 0 6:45 AM 0 0 2 2 1 0 1 2 0 06:30 AM 0 0 1 3 0 1 4 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 6:30 AM 8:30 AM SB 3.8%0.65 TOTAL 4.7%0.75 TH RT WB 4.0%0.63 NB 6.9%0.81 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 4.1%0.58 1 0 0 0 0 0 010 0 0 0 4 0 3 0 N Lake Ave S S Tobin St S Tobin St La k e A v e S S Tobin St La k e A v e S 129TEV: 0.75PHF: 5 19 2 26 25 0 1 12 12 25 330 8174 2950 0 19 23 7 49 21 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 100 1 0 0 0000 1 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 2000001 3 00010 0 0 0 0 Peak Hour 0 0Count Total 0 210010000 0 2 8:15 AM 0 0 0 0 2 8:00 AM 0000000 1 2 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 1000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 1 0 0 0 06:30 AM RT 6 0 Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One Hour 0 0 0 0 1 0010002 RTTHLT RTTHLTRT 0 1 0 11 0 Peak Hour 0 1 1 0 0 0 2 1 0 0Count Total 0 1 2 1 0 1 2 2 6000010000000 0 0 0 2 4 8:15 AM 0 1 0 0 0 0 0 0 0 0 1 4 8:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0000001 0 0 0 1 4 7:45 AM 0 0 0 0 0 0 1 0 0 0 0 5 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 2 0 7:15 AM 0 0 0 0 0 0 0 1 0 0 1 0 7:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0000000 0 0 0 2 0 6:45 AM 0 0 1 0 0 0 0 0 0 0 TH RT 6:30 AM 0 0 0 0 0 0 2 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 3 7 1 1 3 4 1 21 1211020101 7 1 Peak Hour 3 0 2 1 6 0 1 2 4 0 6 0 13Count Total 6 1 4 3 14 0 1 0 00010102:45 PM 1 0 1 0 2 0 0 0 1 3 0 0 2:30 PM 0 0 0 2 2 0 0 0 1 0 1 0 1 2 1 0 2:15 PM 1 1 0 0 2 0 0 0 0 0 0 0 0 1 0 0 2:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 6 0 1 0 1:30 PM 1 0 1 0 2 0 0 1 0 0 1 0 3 0 0 2 0 EB WB NB SB Total East 1:45 PM 2 0 0 1 3 0 1 0 -6%2%HV%-13%2%3%- 1 0 1:15 PM 0 0 0 0 0 0 1 1 1 0 2 0 0 West North South 1:00 PM 1 0 1 0 17 60 24 0 3 45310372330 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%2%0%2%0%0%0% Peak Hour All 0 8 52 5 0 27 130 42 0 0 0 1 0 6 0000110 11 314 0 HV 0 1 1 1 0 Count Total 0 14 85 45 0 59 35 4 90 20 556 0 72 26410501243066003 0 7 1 54 283 2:45 PM 0 1 8 5 2 0 2 20 2 0 60 312 2:30 PM 0 1 7 4 0 6 2 20 4 0 0 4 2074003 0 9 3 78 314 2:15 PM 0 2 12 2 2 0 4 15 6 0 91 292 2:00 PM 0 0 16 9 0 7 7 13 7 0 0 18 40169003 2 11 1 83 0 1:45 PM 0 3 10 8 1 0 5 17 5 0 62 0 1:30 PM 0 2 19 6 0 10 4 15 6 0 1 7 3043005 0 10 3 56 0 1:15 PM 0 3 7 8 0 0 2 20 7 01:00 PM 0 2 6 3 0 3 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 1:00 PM 3:00 PM SB 1.7%0.67 TOTAL 1.9%0.86 TH RT WB 0.0%0.63 NB 2.0%0.94 Peak Hour: 1:15 PM 2:15 PM HV %:PHF EB 3.3%0.84 0 0 0 0 0 0 001 0 0 1 1 1 10 0 N Lake Ave S S Tobin St S Tobin St La k e A v e S S Tobin St La k e A v e S 314TEV: 0.86PHF: 11 45 3 59 71 0 3 23 37 63 790 246017 10 1 11 3 0 31 52 8 91 51 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 1 0 0 000 1 0 1 0000 0 0 0 00 0 THLT 00001010 0 00 0 0 0 0 0 1 0 0 0 THLT 2000010 6 00211 0 0 0 0 Peak Hour 0 0Count Total 0 210100000 0 1 2:45 PM 0 0 0 0 2 2:30 PM 1100000 0 2 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4 2:00 PM 0000 1 0 1:45 PM 1 0 0 0 0 1:30 PM 10000001:15 PM 0 0 0 0 0 0 2 01:00 PM RT 6 0 Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One Hour 1 0 0 0 1 0000001 RTTHLT RTTHLTRT 0 2 1 14 0 Peak Hour 0 1 1 1 0 0 1 2 1 0Count Total 0 2 2 2 0 1 0 2 7010000000000 0 1 1 2 8 2:45 PM 0 0 0 1 0 0 0 0 0 0 2 8 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0010000 0 0 0 1 6 2:15 PM 0 0 1 0 0 0 0 1 0 0 3 7 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 0000000 0 0 0 2 0 1:45 PM 0 1 0 1 0 0 1 0 0 0 0 0 1:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 0000000 0 0 0 2 0 1:15 PM 0 0 0 0 0 0 0 1 0 0 TH RT 1:00 PM 0 1 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 3 3 3 1 0 0 0 0 10 00101000 2 1 Peak Hour 0 1 0 0 1 0 0 0 4 0 5 2 5Count Total 1 1 2 0 4 1 0 0 00000005:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 5:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 4:30 PM 0 0 1 0 1 0 0 0 1 0 2 1 1 1 0 0 0 EB WB NB SB Total East 4:45 PM 0 0 0 0 0 0 0 1 -0%0%HV%-0%0%0%- 1 0 4:15 PM 1 0 1 0 2 1 0 0 2 0 2 0 2 West North South 4:00 PM 0 0 0 0 16 54 26 0 1 252404710 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%0%1%0%14%0% Peak Hour All 0 3 29 2 0 33 93 42 0 0 0 0 0 1 0100000 6 196 0 HV 0 0 0 0 0 Count Total 0 12 56 38 0 16 17 2 62 15 388 0 57 1962180192001003 0 9 0 45 185 5:45 PM 0 0 5 7 0 0 6 8 6 0 43 193 5:30 PM 0 1 6 5 0 1 3 12 4 0 0 4 1011005 0 3 3 51 189 5:15 PM 0 0 7 8 1 0 2 13 8 0 46 192 5:00 PM 0 2 11 4 0 2 2 11 3 0 0 6 1043006 0 12 1 53 0 4:45 PM 0 1 9 2 1 0 3 12 5 0 39 0 4:30 PM 0 1 8 3 0 3 4 9 4 0 0 4 3021005 1 15 4 54 0 4:15 PM 0 5 4 2 0 0 3 7 4 04:00 PM 0 2 6 7 0 3 2 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.0%0.67 TOTAL 0.5%0.86 TH RT WB 8.3%0.60 NB 0.0%0.75 Peak Hour: 5:00 PM 6:00 PM HV %:PHF EB 0.0%0.82 0 0 0 0 0 0 100 0 0 0 0 0 0 0 N Lake Ave S S Tobin St S Tobin St La k e A v e S S Tobin St La k e A v e S 196TEV: 0.86PHF: 6 25 1 32 58 0 1 7 4 12 560 265416 9653 0 24 29 3 56 29 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 100 0 0 0 0000 0 0 0 10 0 THLT 00011000 0 00 0 0 0 0 0 0 0 0 0 THLT 1100000 5 00013 0 0 0 0 Peak Hour 0 0Count Total 0 100000000 1 1 5:45 PM 0 0 1 0 0 5:30 PM 0000000 0 2 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 4 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 21000004:15 PM 0 0 0 0 0 0 2 04:00 PM RT 1 0 Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One Hour 0 0 0 0 0 0001000 RTTHLT RTTHLTRT 0 0 0 4 0 Peak Hour 0 0 0 0 0 0 1 1 0 0Count Total 0 0 1 0 0 0 1 0 1000000000000 0 0 0 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 2 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 4 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 3 5:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0000000 0 0 0 1 0 4:45 PM 0 0 0 0 0 0 0 1 0 0 2 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000001 0 0 0 0 0 4:15 PM 0 0 1 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 1 0 0 1 0 0 2 11022000 0 2 Peak Hr 73 0 19 32 124 0 0 0 1 2 3 0 0Count Total 128 0 30 59 217 0 0 0 00000008:15 AM 18 0 4 12 34 0 0 0 0 0 0 1 8:00 AM 24 0 7 7 38 0 0 0 0 1 1 0 0 0 0 0 7:45 AM 18 0 5 4 27 0 0 0 0 1 1 0 0 0 0 0 7:30 AM 13 0 3 9 25 0 0 0 1 0 1 0 0 0 1 0 7:00 AM 12 0 3 7 22 0 0 0 0 0 0 0 0 0 6 23 0 EB WB NB SB Total East 7:15 AM 16 0 3 6 25 0 0 0 -6%13%HV%-5%-4%- 0 0 6:45 AM 13 0 2 8 23 0 0 0 0 0 0 0 0 West North South 6:30 AM 14 0 3 0 65 115 0 0 0 472800000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---21%3%5%--- Peak Hour All 0 1,461 0 0 0 113 211 0 0 0 0 10 22 124 00004150 671 2,387 0 HV 0 72 0 1 0 Count Total 0 2,698 0 49 0 0 0 0 74 1,181 4,326 0 584 2,38734000171610000016 0 12 154 592 2,355 8:15 AM 0 347 0 9 0 0 18 27 0 0 642 2,234 8:00 AM 0 375 0 6 0 0 0 33 0 0 0 7 1780000012 0 11 178 569 2,056 7:45 AM 0 405 0 7 0 0 19 21 0 0 552 1,939 7:30 AM 0 334 0 6 0 0 0 27 0 0 0 6 1490000010 0 6 114 471 0 7:15 AM 0 351 0 9 0 0 15 25 0 0 464 0 7:00 AM 0 308 0 3 0 0 0 25 0 0 0 9 1150000014 0 6 132 452 0 6:45 AM 0 295 0 6 0 0 9 19 0 06:30 AM 0 283 0 3 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min TotalUTLTTHRT SB 4.5%0.95 TOTAL 5.2%0.93 TH RTUTLTTHRTUTLT WB -- NB 10.6%0.90 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 4.9%0.90 Date: 07/09/2024 Peak Hour Count Period: 6:30 AM 8:30 AM 0 0 1 1 00 0 1 0 0 N Logan Ave S Airport Way Lo g a n A v e S Lo g a n A v e S Airport Way 2,387TEV: 0.93PHF: 67 1 47 71 8 1, 5 7 6 0 11 565 18 0 75 0 28 1,4611,489 736 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 1 2 0000001Peak Hour 0 0 0 0 0 0 0 1 1 3 0Count Total 0 0 0 0 0 0 1 0 2000000 0 3 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 17:45 AM 0 0 0 0 0 0 0 0 1 1 2 1 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 7:15 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 6:30 AM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 124 0 Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastbound 15 0 0 0 10 22000004 0 18 41 217 0 Peak Hour 0 72 0 1 0 0 4 26 0 0Count Total 0 127 0 1 0 0 0 34 124300048000001 0 2 5 38 115 8:15 AM 0 18 0 0 0 0 2 5 0 0 27 99 8:00 AM 0 24 0 0 0 0 0 5 0 0 0 1 3000000 0 3 6 25 95 7:45 AM 0 18 0 0 0 0 1 2 0 0 25 93 7:30 AM 0 12 0 1 0 0 0 3 0 0 0 2 4000000 0 3 4 22 0 7:15 AM 0 16 0 0 0 0 0 3 0 0 23 0 7:00 AM 0 12 0 0 0 0 0 2 0 0 0 1 7000000 0 2 4 23 0 6:45 AM 0 13 0 0 0 0 0 3 0 0 TH RT 6:30 AM 0 14 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 1 1 00011000 0 0 Peak Hr 19 0 13 25 57 0 0 0 1 2 3 0 1Count Total 47 0 22 55 124 0 1 0 00001102:45 PM 7 0 2 10 19 0 1 0 0 0 0 0 2:30 PM 4 0 1 5 10 0 0 1 0 0 0 0 0 0 0 0 2:15 PM 6 0 3 7 16 0 0 0 0 1 1 0 0 0 0 0 2:00 PM 4 0 1 9 14 0 0 0 0 0 0 0 0 0 0 0 1:30 PM 3 0 3 5 11 0 0 0 0 0 0 0 0 0 6 21 0 EB WB NB SB Total East 1:45 PM 6 0 6 4 16 0 0 0 -4%5%HV%-1%-0%- 0 0 1:15 PM 8 0 0 9 17 0 0 0 0 0 0 0 0 West North South 1:00 PM 9 0 6 0 47 217 0 0 0 18411000000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---3%2%2%--- Peak Hour All 0 1,467 0 0 0 95 425 0 0 0 0 6 19 57 00002110 1,191 3,216 0 HV 0 19 0 0 0 Count Total 0 2,818 0 203 0 0 0 0 351 2,231 6,123 0 784 3,0703500059318000007 0 42 258 767 3,128 2:45 PM 0 340 0 25 0 0 9 62 0 0 794 3,216 2:30 PM 0 373 0 23 0 0 0 56 0 0 0 40 247000009 0 39 278 725 3,112 2:15 PM 0 413 0 29 0 0 14 54 0 0 842 3,053 2:00 PM 0 309 0 31 0 0 0 50 0 0 0 59 346000009 0 46 320 855 0 1:45 PM 0 354 0 24 0 0 15 57 0 0 690 0 1:30 PM 0 391 0 26 0 0 0 54 0 0 0 38 2430000020 0 28 221 666 0 1:15 PM 0 314 0 21 0 0 12 57 0 01:00 PM 0 324 0 24 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min TotalUTLTTHRT SB 1.8%0.85 TOTAL 1.8%0.94 TH RTUTLTTHRTUTLT WB -- NB 4.9%0.92 Peak Hour: 1:30 PM 2:30 PM HV %:PHF EB 1.2%0.89 Date: 07/09/2024 Peak Hour Count Period: 1:00 PM 3:00 PM 0 0 0 1 00 0 0 0 0 N Logan Ave S Airport Way Lo g a n A v e S Lo g a n A v e S Airport Way 3,216TEV: 0.94PHF: 1, 1 9 1 18 4 1, 3 7 5 1, 6 8 4 0 21 747 26 4 29 4 0 110 1,4671,577 1,238 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 1 0000001Peak Hour 0 0 0 0 0 0 0 2 0 3 0Count Total 0 0 0 0 0 0 0 1 3000101 1 2 2:45 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 02:15 PM 0 0 0 0 0 0 0 1 0 1 1 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 1:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 57 0 Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastbound 11 0 0 0 6 19000002 0 14 41 124 0 Peak Hour 0 19 0 0 0 0 3 19 0 0Count Total 0 43 0 4 0 0 0 19 59200037000000 0 1 4 10 56 2:45 PM 0 6 0 1 0 0 0 1 0 0 16 57 2:30 PM 0 4 0 0 0 0 0 2 0 0 0 1 6000001 0 3 6 14 58 2:15 PM 0 6 0 0 0 0 0 1 0 0 16 65 2:00 PM 0 4 0 0 0 0 0 6 0 0 0 1 3000000 0 1 4 11 0 1:45 PM 0 6 0 0 0 0 1 2 0 0 17 0 1:30 PM 0 3 0 0 0 0 0 0 0 0 0 2 7000000 0 2 4 21 0 1:15 PM 0 7 0 1 0 0 1 5 0 0 TH RT 1:00 PM 0 7 0 2 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 1 0 0 0 0 1 0 3 11000000 0 3 Peak Hr 11 0 11 14 36 0 0 0 1 0 1 0 0Count Total 28 0 22 34 84 0 0 0 00000005:45 PM 1 0 3 3 7 0 0 0 0 0 1 0 5:30 PM 3 0 3 1 7 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 5 0 3 4 12 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 2 0 2 6 10 0 0 0 0 0 0 0 0 0 0 1 4:30 PM 3 0 1 7 11 0 0 0 1 0 1 0 0 0 3 10 0 EB WB NB SB Total East 4:45 PM 2 0 4 8 14 0 0 0 -2%7%HV%-1%-1%- 0 1 4:15 PM 8 0 3 2 13 0 0 0 0 0 0 0 0 West North South 4:00 PM 4 0 3 0 51 143 0 0 0 12110200000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---7%0%1%--- Peak Hour All 0 1,778 0 0 0 103 282 0 0 0 0 9 5 36 00001100 1,021 3,216 0 HV 0 10 0 1 0 Count Total 0 3,290 0 250 0 0 0 0 217 2,063 6,205 0 829 3,21642000312280000013 0 23 246 794 3,150 5:45 PM 0 490 0 25 0 0 9 28 0 0 812 3,086 5:30 PM 0 467 0 21 0 0 0 38 0 0 0 32 2850000013 0 35 262 781 3,007 5:15 PM 0 415 0 29 0 0 16 35 0 0 763 2,989 5:00 PM 0 406 0 27 0 0 0 34 0 0 0 25 2580000017 0 22 242 730 0 4:45 PM 0 391 0 38 0 0 13 42 0 0 733 0 4:30 PM 0 368 0 43 0 0 0 34 0 0 0 28 2700000013 0 21 272 763 0 4:15 PM 0 358 0 30 0 0 9 29 0 04:00 PM 0 395 0 37 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min TotalUTLTTHRT SB 1.2%0.90 TOTAL 1.1%0.97 TH RTUTLTTHRTUTLT WB -- NB 5.7%0.88 Peak Hour: 5:00 PM 6:00 PM HV %:PHF EB 0.6%0.91 Date: 07/09/2024 Peak Hour Count Period: 4:00 PM 6:00 PM 0 0 0 0 00 0 1 0 0 N Logan Ave S Airport Way Lo g a n A v e S Lo g a n A v e S Airport Way 3,216TEV: 0.97PHF: 1, 0 2 1 12 1 1, 1 4 2 1, 9 2 1 0 14 351 19 4 22 3 0 102 1,7781,880 1,072 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 0 0 1 0Count Total 0 0 0 0 0 0 0 1 0000000 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 4:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 36 0 Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastbound 10 0 0 0 9 5000001 0 20 14 84 0 Peak Hour 0 10 0 1 0 0 2 20 0 0Count Total 0 25 0 3 0 0 0 7 36300030000000 0 1 0 7 43 5:45 PM 0 0 0 1 0 0 0 3 0 0 12 47 5:30 PM 0 3 0 0 0 0 0 2 0 0 0 3 1000001 0 2 4 10 48 5:15 PM 0 5 0 0 0 0 0 2 0 0 14 48 5:00 PM 0 2 0 0 0 0 0 3 0 0 0 4 4000001 0 4 3 11 0 4:45 PM 0 2 0 0 0 0 0 1 0 0 13 0 4:30 PM 0 3 0 0 0 0 0 3 0 0 0 1 1000000 0 2 1 10 0 4:15 PM 0 6 0 2 0 0 0 3 0 0 TH RT 4:00 PM 0 4 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way 0 Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 0 0 0 2 2 1 2 8 70205007 8 0 Peak Hour 70 27 2 2 101 0 3 5 2 1 9 0 0Count Total 125 49 5 3 182 1 0 2 00020208:15 AM 17 8 1 1 27 0 1 0 0 1 0 0 8:00 AM 24 7 1 1 33 0 1 0 0 0 1 0 0 2 2 0 7:45 AM 15 5 0 0 20 0 1 1 0 0 1 0 0 0 0 0 7:30 AM 14 7 0 0 21 0 0 2 0 0 2 0 0 0 0 0 7:00 AM 13 6 1 1 21 0 0 0 0 0 1 0 0 0 0 19 0 EB WB NB SB Total East 7:15 AM 16 5 1 0 22 0 0 0 -0%0%HV%-0%5%8%- 1 0 6:45 AM 13 6 0 0 19 1 0 0 0 1 1 0 0 West North South 6:30 AM 13 5 1 0 13 3 8 0 10 012011712220 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 25%-10%-8%4%0%4%5% Peak Hour All 0 8 1,463 39 0 21 6 10 0 0 1 0 1 101 02610002 13 2,275 0 HV 0 0 69 1 0 Count Total 0 20 2,689 18 0 17 1,244 20 0 17 4,101 0 556 2,27512020402169402 4 0 2 554 2,236 8:15 AM 0 2 365 3 7 0 2 0 4 0 619 2,124 8:00 AM 0 1 363 3 0 5 163 1 1 0 2 0 401193505 2 0 3 546 1,952 7:45 AM 0 4 399 4 6 0 4 1 1 0 517 1,826 7:30 AM 0 1 336 2 0 3 187 0 1 0 1 0 202149404 4 0 1 442 0 7:15 AM 0 3 351 0 7 0 1 1 0 0 447 0 7:00 AM 0 2 297 4 0 1 124 0 0 0 3 0 102116503 2 0 0 420 0 6:45 AM 0 5 312 0 1 0 0 2 1 06:30 AM 0 2 266 2 0 1 143 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 6:30 AM 8:30 AM SB 8.7%0.96 TOTAL 4.4%0.92 TH RT WB 3.6%0.94 NB 8.3%0.86 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 4.7%0.91 0 0 0 0 0 0 020 0 3 0 7 0 0 0 N Shattuck Ave S Airport Way Airport Way Sh a t t u c k A v e S Airport Way Sh a t t u c k A v e S 2,275TEV: 0.92PHF: 13 0 10 23 33 0 22 712 11 745 1,4810 8313 2423 0 12 1,463 8 1,483 738 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 1 0 0 0 0 000 0 3 0 010 0 3 2 0000 0 0 0 01 0 THLT 01000000 0 00 0 0 0 1 0 0 0 0 0 THLT 5000002 9 00020 0 0 0 0 Peak Hour 0 1Count Total 0 520020000 1 5 8:15 AM 0 0 0 0 4 8:00 AM 1000000 1 4 7:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 4 7:30 AM 2000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 10000006:45 AM 0 0 0 0 0 2 1 06:30 AM RT 101 0 Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min Total Rolling One Hour 0 2 0 1 0 10026100 RTTHLT RTTHLTRT 2 0 1 182 0 Peak Hour 0 0 69 1 1 0 2 0 3 0Count Total 0 1 121 3 0 1 47 27 101010001008000 1 0 0 33 96 8:15 AM 0 0 17 0 0 0 0 0 1 0 20 84 8:00 AM 0 0 23 1 0 0 7 0 0 0 0 0 0005000 0 0 0 21 83 7:45 AM 0 0 15 0 1 0 0 0 0 0 22 81 7:30 AM 0 0 14 0 0 0 6 0 0 0 0 0 0005001 1 0 0 21 0 7:15 AM 0 1 15 0 0 0 1 0 0 0 19 0 7:00 AM 0 0 12 1 0 0 6 0 0 0 0 0 0015000 0 0 0 19 0 6:45 AM 0 0 13 0 0 0 0 0 1 0 TH RT 6:30 AM 0 0 12 1 0 0 5 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 1 0 0 1 2 1 0 5 30128003 5 0 Peak Hour 22 21 1 0 44 0 5 8 1 6 15 0 0Count Total 50 45 2 0 97 0 0 0 00100102:45 PM 6 7 0 0 13 1 2 0 0 1 0 0 2:30 PM 4 4 1 0 9 0 1 0 1 0 2 0 0 2 1 0 2:15 PM 5 9 0 0 14 0 1 2 0 1 3 0 0 0 0 0 2:00 PM 5 4 1 0 10 0 0 0 0 0 0 0 0 0 0 0 1:30 PM 4 4 0 0 8 0 2 0 0 3 4 0 0 1 0 15 0 EB WB NB SB Total East 1:45 PM 8 4 0 0 12 1 3 0 -0%7%HV%-2%1%18%0% 0 0 1:15 PM 9 7 0 0 16 0 1 0 0 0 0 0 0 West North South 1:00 PM 9 6 0 0 18 15 18 0 95 15111301,187 25 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%0%1%0%2%0% Peak Hour All 0 62 1,442 44 0 30 24 31 0 0 0 0 0 44 02100010 33 2,952 0 HV 0 1 19 2 0 Count Total 0 108 2,819 22 1 51 2,241 148 21 58 5,598 0 707 2,832050111809317203 22 3 13 736 2,895 2:45 PM 0 7 342 2 5 0 4 1 3 0 712 2,952 2:30 PM 0 16 392 1 0 7 269 5 6 0 44 5 1203243502 18 3 7 677 2,852 2:15 PM 0 19 367 1 8 0 5 3 6 0 770 2,766 2:00 PM 0 19 324 5 0 8 271 3 4 0 10 5 5114337708 23 2 9 793 0 1:45 PM 0 16 356 4 5 0 3 4 2 0 612 0 1:30 PM 0 8 395 1 0 5 336 3 1 0 12 1 204244803 8 1 2 591 0 1:15 PM 0 11 318 5 4 0 2 5 4 01:00 PM 0 12 325 3 0 1 224 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 1:00 PM 3:00 PM SB 0.0%0.59 TOTAL 1.5%0.93 TH RT WB 1.7%0.87 NB 2.0%0.85 Peak Hour: 1:30 PM 2:30 PM HV %:PHF EB 1.5%0.94 0 0 0 0 0 2 010 2 3 0 3 0 0 0 N Shattuck Ave S Airport Way Airport Way Sh a t t u c k A v e S Airport Way Sh a t t u c k A v e S 2,952TEV: 0.93PHF: 33 15 95 14 3 10 2 0 25 1,187 30 1,243 1,5561 181518 5156 0 11 1,442 62 1,515 1,238 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 1 0 0 0 0 1 0 0 1 000 0 3 2 000 0 4 4 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 1 1 0 1 0 0 THLT 8020001 15 02010 0 1 0 0 Peak Hour 2 2Count Total 0 810000000 2 7 2:45 PM 0 0 0 0 8 2:30 PM 2000001 3 10 2:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 7 2:00 PM 0000 3 0 1:45 PM 0 0 0 1 0 1:30 PM 40021001:15 PM 0 1 1 0 0 0 0 01:00 PM RT 44 0 Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min Total Rolling One Hour 1 0 0 0 0 00021000 RTTHLT RTTHLTRT 0 0 0 97 0 Peak Hour 0 1 19 2 0 0 0 1 1 0Count Total 0 1 46 3 0 0 45 13 46000000007000 0 0 0 9 45 2:45 PM 0 0 6 0 0 0 0 0 1 0 14 44 2:30 PM 0 0 4 0 0 0 4 0 0 0 0 0 0009000 0 0 0 10 46 2:15 PM 0 0 5 0 0 0 0 1 0 0 12 51 2:00 PM 0 1 3 1 0 0 4 0 0 0 0 0 0004000 0 0 0 8 0 1:45 PM 0 0 7 1 0 0 0 0 0 0 16 0 1:30 PM 0 0 4 0 0 0 4 0 0 0 0 0 0007000 0 0 0 15 0 1:15 PM 0 0 8 1 0 0 0 0 0 0 TH RT 1:00 PM 0 0 9 0 0 0 6 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 2 0 2 2 3 0 0 10 502411104 9 0 Peak Hour 12 5 0 0 17 0 5 10 2 4 16 1 0Count Total 22 14 1 2 39 0 0 0 00100105:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 5:30 PM 5 0 0 0 5 0 0 1 1 2 4 1 0 2 2 0 5:15 PM 5 2 0 0 7 0 1 3 0 2 5 0 0 0 2 0 5:00 PM 2 3 0 0 5 0 0 1 0 0 1 0 0 0 0 0 4:30 PM 2 3 1 1 7 0 0 0 0 0 2 0 0 2 0 5 0 EB WB NB SB Total East 4:45 PM 2 4 0 0 6 0 0 0 -0%0%HV%-0%1%0%- 1 0 4:15 PM 2 1 0 1 4 0 2 2 0 0 2 0 0 West North South 4:00 PM 4 1 0 0 13 3 7 0 40 950131,042 20 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%0%1%0%0%0% Peak Hour All 0 7 1,822 35 0 27 7 15 0 0 0 0 0 17 0500000 19 3,000 0 HV 0 0 12 0 0 Count Total 0 13 3,412 18 0 24 2,118 88 12 31 5,800 0 765 3,000010101603232903 7 2 5 765 2,960 5:45 PM 0 1 498 1 4 0 1 0 1 0 758 2,865 5:30 PM 0 3 487 0 0 4 251 1 2 0 15 2 302297602 8 4 5 712 2,800 5:15 PM 0 3 423 2 1 0 7 2 3 0 725 2,800 5:00 PM 0 0 414 2 0 4 262 2 3 0 12 1 305268505 12 0 2 670 0 4:45 PM 0 4 412 5 2 0 4 0 1 0 693 0 4:30 PM 0 1 396 2 0 2 248 0 2 0 16 2 502281402 8 0 2 712 0 4:15 PM 0 1 375 3 4 0 3 2 2 04:00 PM 0 0 407 3 0 2 279 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.0%0.85 TOTAL 0.6%0.98 TH RT WB 0.5%0.88 NB 0.0%0.48 Peak Hour: 5:00 PM 6:00 PM HV %:PHF EB 0.7%0.92 0 0 0 0 3 1 110 2 3 0 4 0 0 1 N Shattuck Ave S Airport Way Airport Way Sh a t t u c k A v e S Airport Way Sh a t t u c k A v e S 3,000TEV: 0.98PHF: 19 9 40 68 30 0 20 1,042 13 1,075 1,8690 7313 2327 0 5 1,822 7 1,834 1,074 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 1 1 0 0 0 0 0 0 1 000 0 3 2 000 0 7 3 0000 0 0 0 00 0 THLT 00000011 0 00 0 0 0 2 1 0 2 0 0 THLT 11113001 16 00011 0 0 0 0 Peak Hour 1 3Count Total 0 1110000000 1 11 5:45 PM 0 1 0 0 10 5:30 PM 4102000 5 8 5:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 5 5:00 PM 1000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 20000004:15 PM 0 0 0 0 1 0 2 04:00 PM RT 17 0 Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min Total Rolling One Hour 0 0 0 0 0 0005000 RTTHLT RTTHLTRT 2 0 0 39 0 Peak Hour 0 0 12 0 0 0 1 0 0 0Count Total 0 0 22 0 0 0 14 0 17000000000000 0 0 0 5 23 5:45 PM 0 0 0 0 0 0 0 0 0 0 7 25 5:30 PM 0 0 5 0 0 0 0 0 0 0 0 0 0002000 0 0 0 5 22 5:15 PM 0 0 5 0 0 0 0 0 0 0 6 22 5:00 PM 0 0 2 0 0 0 3 0 0 0 0 0 0004000 1 0 0 7 0 4:45 PM 0 0 2 0 0 0 1 0 0 0 4 0 4:30 PM 0 0 2 0 0 0 3 0 0 0 1 0 0001000 0 0 0 5 0 4:15 PM 0 0 2 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 4 0 0 0 1 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 1 0 1 1 0 0 0 3 10001010 1 0 Peak Hour 21 28 72 9 130 0 1 1 0 0 1 1 1Count Total 39 50 136 15 240 0 0 0 00000008:15 AM 5 12 19 1 37 0 1 0 0 0 0 0 8:00 AM 4 5 25 2 36 0 1 0 0 0 0 0 0 0 0 0 7:45 AM 6 5 14 3 28 0 0 0 0 0 0 0 1 0 0 0 7:30 AM 6 6 14 3 29 0 0 0 0 0 0 1 0 0 0 0 7:00 AM 6 6 12 2 26 0 0 0 0 0 0 0 0 1 0 24 0 EB WB NB SB Total East 7:15 AM 4 5 24 1 34 0 0 0 -8%2%HV%-3%2%21%- 0 0 6:45 AM 5 6 12 3 26 0 0 0 0 0 0 0 0 West North South 6:30 AM 3 5 16 11 117 413 693 0 246 2843801652752680 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 8%-2%1%0%4%7%5%1% Peak Hour All 0 38 571 460 0 217 741 1,288 0 0 5 4 0 130 014309954 11 3,119 0 HV 0 1 12 8 0 Count Total 0 51 1,059 74 0 283 497 410 483 19 5,582 0 811 3,1191241620548210445260034 68 69 3 763 2,981 8:15 AM 0 19 166 13 68 0 31 109 183 0 822 2,843 8:00 AM 0 4 115 10 0 41 62 92 204 0 68 64 30457682028 56 69 4 723 2,607 7:45 AM 0 11 141 8 58 0 24 88 144 0 673 2,463 7:30 AM 0 4 149 7 0 35 85 84 167 0 34 51 40376256026 53 55 3 625 0 7:15 AM 0 1 141 10 42 0 31 85 141 0 586 0 7:00 AM 0 5 119 8 0 26 57 75 154 0 44 39 00314938024 33 54 1 579 0 6:45 AM 0 3 122 7 56 0 19 84 133 06:30 AM 0 4 106 11 0 24 54 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way Airport Way Rainier Ave Rainier Ave 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 6:30 AM 8:30 AM SB 1.7%0.97 TOTAL 4.2%0.95 TH RT WB 4.0%0.87 NB 5.9%0.94 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 3.2%0.82 0 0 0 0 0 0 000 0 0 1 0 0 1 0 N Rainier Ave Airport Way Airport Way Ra i n i e r A v e Airport Way Ra i n i e r A v e 3,119TEV: 0.95PHF: 11 28 4 24 6 54 1 71 9 0 268 275 165 708 1,5100 69 3 41 3 11 7 1, 2 2 3 48 7 0 38 571 38 647 403 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 1 0 0 0 0 0 000 1 0 0 000 1 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 1000000 1 00000 0 0 0 0 Peak Hour 0 0Count Total 0 100000000 1 1 8:15 AM 0 0 0 0 0 8:00 AM 0000000 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 06:30 AM RT 130 0 Interval Start Airport Way Airport Way Rainier Ave Rainier Ave 15-min Total Rolling One Hour 9 54 0 5 4 001114309 RTTHLT RTTHLTRT 7 8 0 240 0 Peak Hour 0 1 12 8 9 0 19 20 97 0Count Total 0 2 23 14 0 17 24 37 1301140010046204 1 1 0 36 127 8:15 AM 0 0 2 3 0 0 0 3 22 0 28 117 8:00 AM 0 1 2 1 0 2 3 2 10 0 2 1 0022102 2 1 0 29 115 7:45 AM 0 0 3 3 0 0 3 3 8 0 34 110 7:30 AM 0 0 5 1 0 3 3 5 17 0 0 1 0012202 1 1 0 26 0 7:15 AM 0 0 2 2 1 0 4 3 5 0 26 0 7:00 AM 0 0 5 1 0 2 3 1 9 0 1 2 0023102 0 0 0 24 0 6:45 AM 0 0 3 2 2 0 2 2 12 0 TH RT 6:30 AM 0 1 1 1 0 1 2 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way Airport Way Rainier Ave Rainier Ave 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 1 0 1 2 2 2 0 8 50022050 0 0 Peak Hour 21 21 19 19 80 0 0 0 1 2 3 2 6Count Total 37 42 44 36 159 0 0 0 00010102:45 PM 5 7 4 3 19 0 0 1 1 0 0 0 2:30 PM 4 2 4 4 14 0 0 0 0 0 0 0 2 0 0 0 2:15 PM 6 8 4 7 25 0 0 0 0 0 0 0 2 1 0 0 2:00 PM 6 5 3 5 19 0 0 0 0 2 2 0 0 0 0 0 1:30 PM 4 3 5 3 15 0 0 0 0 0 0 1 0 0 8 23 0 EB WB NB SB Total East 1:45 PM 5 5 7 4 21 0 0 0 -4%1%HV%-4%3%7%- 0 0 1:15 PM 4 7 10 2 23 0 0 0 0 0 0 0 0 West North South 1:00 PM 3 5 7 7 237 405 635 0 358 3857304715162420 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1%-1%4%3%2%1%3%0% Peak Hour All 0 47 509 466 0 430 799 1,150 0 0 3 15 1 80 01400937 31 3,909 0 HV 0 2 14 5 0 Count Total 0 72 1,054 153 0 853 965 707 792 51 7,492 0 955 3,8041031030961056011613765053 95 108 5 949 3,849 2:45 PM 0 7 145 19 55 0 45 90 140 0 961 3,909 2:30 PM 0 6 163 20 0 93 129 111 168 0 91 93 4010211356066 90 100 15 939 3,803 2:15 PM 0 21 126 10 60 0 46 112 134 0 1,000 3,688 2:00 PM 0 17 123 23 0 99 120 97 170 0 82 96 7013614755065 95 96 5 1,009 0 1:45 PM 0 4 118 23 71 0 60 85 163 0 855 0 1:30 PM 0 5 142 17 0 134 136 112 128 0 80 101 30959060036 78 93 6 824 0 1:15 PM 0 5 131 14 44 0 59 89 144 01:00 PM 0 7 106 27 0 78 93 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way Airport Way Rainier Ave Rainier Ave 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 1:00 PM 3:00 PM SB 2.5%0.94 TOTAL 2.0%0.97 TH RT WB 1.7%0.90 NB 1.5%0.93 Peak Hour: 1:30 PM 2:30 PM HV %:PHF EB 3.3%0.96 0 0 0 0 2 0 000 0 0 0 0 0 5 0 N Rainier Ave Airport Way Airport Way Ra i n i e r A v e Airport Way Ra i n i e r A v e 3,909TEV: 0.97PHF: 31 38 5 35 8 77 4 69 4 0 242 516 471 1,229 1,5020 63 5 40 5 23 7 1, 2 7 7 92 9 0 73 509 47 629 784 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 2 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 2002000 3 00010 0 0 0 0 Peak Hour 0 2Count Total 0 110010000 0 2 2:45 PM 0 0 0 0 2 2:30 PM 0000000 0 2 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 2:00 PM 2000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 01:00 PM RT 80 0 Interval Start Airport Way Airport Way Rainier Ave Rainier Ave 15-min Total Rolling One Hour 3 7 0 3 15 10714009 RTTHLT RTTHLTRT 10 24 2 159 0 Peak Hour 0 2 14 5 0 0 17 12 15 0Count Total 0 3 23 11 0 17 25 19 77210120025001 1 3 0 14 79 2:45 PM 0 0 4 1 0 0 2 2 0 0 25 80 2:30 PM 0 1 1 2 0 1 1 1 1 0 2 4 1026002 0 5 0 19 78 2:15 PM 0 1 4 1 0 0 1 1 1 0 21 82 2:00 PM 0 0 4 2 0 1 4 1 4 0 0 4 0023002 1 2 0 15 0 1:45 PM 0 0 3 2 0 0 4 0 1 0 23 0 1:30 PM 0 1 3 0 0 2 1 4 4 0 2 0 0043002 3 4 1 23 0 1:15 PM 0 0 2 2 0 0 3 1 3 0 TH RT 1:00 PM 0 0 2 1 0 3 2 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way Airport Way Rainier Ave Rainier Ave 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 2 2 0 0 0 1 0 7 10000010 1 0 Peak Hour 10 11 11 14 46 0 0 0 0 2 2 1 5Count Total 18 18 17 38 91 0 0 0 00000005:45 PM 0 0 0 2 2 0 0 0 1 0 0 0 5:30 PM 4 0 2 5 11 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 1 3 2 4 10 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 3 2 4 3 12 0 0 0 0 0 0 0 2 0 0 0 4:30 PM 2 3 3 5 13 0 0 0 0 0 0 1 0 1 8 15 0 EB WB NB SB Total East 4:45 PM 2 6 3 2 13 2 2 0 -2%1%HV%-3%1%7%- 0 0 4:15 PM 2 2 2 9 15 0 0 0 0 0 0 0 2 West North South 4:00 PM 4 2 1 6 295 448 536 0 516 5065402585702880 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1%-0%2%0%1%2%1%0% Peak Hour All 0 36 688 533 0 586 854 1,018 0 0 2 12 0 46 0500533 22 4,217 0 HV 0 1 5 4 0 Count Total 0 57 1,371 113 0 529 1,082 1,016 982 48 8,189 0 1,033 4,195941650127126405411956077 155 130 5 1,073 4,217 5:45 PM 0 7 196 8 67 0 66 96 150 0 1,049 4,129 5:30 PM 0 9 185 13 0 58 139 116 139 0 111 119 707513373088 122 136 4 1,040 4,042 5:15 PM 0 13 165 10 73 0 59 105 134 0 1,055 3,994 5:00 PM 0 8 180 16 0 61 142 131 113 0 128 121 606415675082 147 129 8 985 0 4:45 PM 0 6 158 15 62 0 73 108 99 0 962 0 4:30 PM 0 5 153 19 0 57 125 104 106 0 103 106 507814461063 123 115 9 992 0 4:15 PM 0 7 170 15 66 0 78 100 112 04:00 PM 0 2 164 17 0 82 124 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way Airport Way Rainier Ave Rainier Ave 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.3%0.90 TOTAL 1.1%0.98 TH RT WB 1.0%0.95 NB 0.9%0.93 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 1.3%0.94 0 0 0 0 0 0 000 0 0 0 0 0 1 0 N Rainier Ave Airport Way Airport Way Ra i n i e r A v e Airport Way Ra i n i e r A v e 4,217TEV: 0.98PHF: 22 50 6 51 6 1, 0 4 4 77 2 0 288 570 258 1,116 1,7400 53 6 44 8 29 5 1, 2 7 9 81 8 0 54 688 36 778 887 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 2 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 2 00000 0 0 0 0 Peak Hour 0 2Count Total 0 000000000 0 0 5:45 PM 0 0 0 0 2 5:30 PM 0000000 0 2 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 5:00 PM 0000 2 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 0 04:00 PM RT 46 0 Interval Start Airport Way Airport Way Rainier Ave Rainier Ave 15-min Total Rolling One Hour 3 3 0 2 12 0065005 RTTHLT RTTHLTRT 11 27 0 91 0 Peak Hour 0 1 5 4 1 0 8 5 4 0Count Total 0 1 8 9 0 10 7 2 35000110000000 1 4 0 11 46 5:45 PM 0 0 0 0 0 0 1 1 0 0 10 48 5:30 PM 0 0 2 2 0 0 0 0 1 0 1 3 0012001 0 3 0 12 53 5:15 PM 0 1 0 0 0 0 2 1 1 0 13 56 5:00 PM 0 0 2 1 0 2 0 1 1 0 0 2 0033001 1 4 0 13 0 4:45 PM 0 0 1 1 0 0 1 1 1 0 15 0 4:30 PM 0 0 0 2 0 2 1 1 0 0 6 3 0011001 1 7 0 15 0 4:15 PM 0 0 0 2 1 0 1 0 0 0 TH RT 4:00 PM 0 0 3 1 0 1 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way Airport Way Rainier Ave Rainier Ave 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 3 2 0 0 1 1 1 10 30011120 3 0 Peak Hour 0 34 72 22 128 0 0 0 0 1 1 4 3Count Total 0 72 126 37 235 0 1 0 00000008:15 AM 0 9 19 6 34 1 1 0 1 0 0 0 8:00 AM 0 9 24 5 38 0 0 0 0 0 0 1 0 0 0 0 7:45 AM 0 6 15 6 27 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 10 14 5 29 0 0 0 0 0 0 0 1 1 0 0 7:00 AM 0 9 12 4 25 0 0 0 0 0 0 3 0 0 3 22 0 EB WB NB SB Total East 7:15 AM 0 11 21 4 36 0 0 0 --6%HV%----- 2 0 6:45 AM 0 10 10 4 24 0 0 0 0 0 0 0 0 West North South 6:30 AM 0 8 11 28 0 1,136 0 0 0 5700019901460 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---4%-6%14%-4% Peak Hour All 0 0 0 243 0 0 2,099 0 0 0 0 22 0 128 00600720 0 2,051 0 HV 0 0 0 0 0 Count Total 0 0 0 0 0 397 0 0 1,000 0 3,739 0 529 2,051274000162005603700 0 130 0 546 2,005 8:15 AM 0 0 0 0 34 0 0 330 0 0 513 1,876 8:00 AM 0 0 0 0 0 52 0 290 0 0 0 144 003804100 0 134 0 463 1,765 7:45 AM 0 0 0 0 34 0 0 242 0 0 483 1,688 7:30 AM 0 0 0 0 0 53 0 255 0 0 0 133 006203300 0 100 0 417 0 7:15 AM 0 0 0 0 27 0 0 249 0 0 402 0 7:00 AM 0 0 0 0 0 41 0 232 0 0 0 93 005901800 0 104 0 386 0 6:45 AM 0 0 0 0 19 0 0 227 0 06:30 AM 0 0 0 0 0 36 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 6:30 AM 8:30 AM SB 3.9%0.88 TOTAL 6.2%0.94 TH RT WB 9.9%0.93 NB 6.3%0.86 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB -- 0 0 0 0 1 0 000 0 0 0 0 0 2 1 N Rainier Ave S S 2nd St S 2nd St Ra i n i e r A v e S Driveway Ra i n i e r A v e S 2,051TEV: 0.94PHF: 0 57 0 0 57 0 1, 2 8 2 0 146 0 199 345 00 0 1, 1 3 6 0 1, 1 3 6 76 9 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 1001000 1 00000 1 0 0 0 Peak Hour 0 1Count Total 0 100000000 1 1 8:15 AM 0 0 0 0 0 8:00 AM 0000000 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 06:30 AM RT 128 0 Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One Hour 72 0 0 0 22 00280600 RTTHLT RTTHLTRT 0 37 0 235 0 Peak Hour 0 0 0 0 18 0 0 126 0 0Count Total 0 0 0 0 0 54 0 34 1281900060070200 0 5 0 38 130 8:15 AM 0 0 0 0 2 0 0 24 0 0 27 117 8:00 AM 0 0 0 0 0 7 0 15 0 0 0 6 0050100 0 5 0 29 114 7:45 AM 0 0 0 0 1 0 0 14 0 0 36 107 7:30 AM 0 0 0 0 0 9 0 21 0 0 0 4 0070400 0 4 0 25 0 7:15 AM 0 0 0 0 2 0 0 12 0 0 24 0 7:00 AM 0 0 0 0 0 7 0 10 0 0 0 4 0060400 0 3 0 22 0 6:45 AM 0 0 0 0 2 0 0 11 0 0 TH RT 6:30 AM 0 0 0 0 0 6 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 3 4 2 3 1 1 1 1 16 70022322 4 3 Peak Hour 0 34 16 29 79 0 0 0 0 2 2 4 5Count Total 0 69 38 57 164 0 0 1 00000002:45 PM 0 10 3 6 19 0 0 1 0 0 0 0 2:30 PM 0 7 3 6 16 0 0 0 0 0 0 0 1 0 1 0 2:15 PM 0 10 2 8 20 0 0 0 0 0 0 0 0 0 1 0 2:00 PM 0 8 3 8 19 0 0 0 0 2 2 2 1 0 0 3 1:30 PM 0 7 6 4 17 0 0 0 0 0 0 0 1 0 10 28 0 EB WB NB SB Total East 1:45 PM 0 9 5 9 23 0 0 1 --1%HV%-0%--- 1 0 1:15 PM 0 8 8 6 22 0 0 0 0 0 0 0 2 West North South 1:00 PM 0 10 8 27 0 1,124 0 0 0 1,0070033311950 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---3%-3%8%0%4% Peak Hour All 0 1 0 343 0 0 2,165 0 0 0 0 29 0 79 00700160 0 2,661 0 HV 0 0 0 0 0 Count Total 0 1 0 2 0 670 2 0 1,974 0 5,157 0 595 2,5442170002360010803300 0 263 0 672 2,645 2:45 PM 0 0 0 1 39 0 0 291 0 0 649 2,661 2:30 PM 0 0 0 1 0 78 0 298 0 0 0 234 007204500 0 242 0 628 2,616 2:15 PM 0 0 0 0 48 0 0 255 0 0 696 2,613 2:00 PM 0 1 0 0 0 82 0 273 0 0 0 274 009815000 0 257 0 688 0 1:45 PM 0 0 0 0 52 0 0 298 0 0 604 0 1:30 PM 0 0 0 0 0 81 0 243 0 0 0 246 007613800 0 222 0 625 0 1:15 PM 0 0 0 0 38 0 0 290 0 01:00 PM 0 0 0 0 0 75 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 1:00 PM 3:00 PM SB 2.9%0.92 TOTAL 3.0%0.96 TH RT WB 6.4%0.89 NB 1.4%0.94 Peak Hour: 1:30 PM 2:30 PM HV %:PHF EB 0.0%0.25 0 0 0 0 2 0 000 0 0 0 2 0 2 3 N Rainier Ave S S 2nd St S 2nd St Ra i n i e r A v e S Driveway Ra i n i e r A v e S 2,661TEV: 0.96PHF: 0 1, 0 0 7 0 1, 0 0 7 1, 3 2 0 0 195 1 333 529 00 0 1, 1 2 4 0 1, 1 2 4 1, 3 4 0 0 0 0 1 1 1 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 2 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 2002000 2 00000 0 0 0 0 Peak Hour 0 2Count Total 0 000000000 0 2 2:45 PM 0 0 0 0 2 2:30 PM 0000000 0 2 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 2:00 PM 2000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 01:00 PM RT 79 0 Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One Hour 16 0 0 0 29 00270700 RTTHLT RTTHLTRT 0 57 0 164 0 Peak Hour 0 0 0 0 15 0 0 38 0 0Count Total 0 0 0 0 0 54 0 19 74300060090100 0 6 0 16 78 2:45 PM 0 0 0 0 1 0 0 3 0 0 20 79 2:30 PM 0 0 0 0 0 6 0 2 0 0 0 8 0090100 0 8 0 19 81 2:15 PM 0 0 0 0 2 0 0 3 0 0 23 90 2:00 PM 0 0 0 0 0 6 0 5 0 0 0 9 0070200 0 4 0 17 0 1:45 PM 0 0 0 0 2 0 0 6 0 0 22 0 1:30 PM 0 0 0 0 0 5 0 8 0 0 0 6 0060200 0 10 0 28 0 1:15 PM 0 0 0 0 4 0 0 8 0 0 TH RT 1:00 PM 0 0 0 0 0 6 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 0 6 4 1 1 1 0 15 30000201 7 0 Peak Hour 0 24 7 17 48 0 0 0 0 3 3 2 6Count Total 0 60 13 43 116 0 0 0 00000005:45 PM 0 6 0 1 7 0 0 1 0 0 0 0 5:30 PM 0 7 1 6 14 0 0 0 0 0 0 0 0 1 0 0 5:15 PM 0 7 4 5 16 0 0 0 0 0 0 1 0 1 3 0 5:00 PM 0 4 2 5 11 0 0 0 0 0 0 0 5 1 0 0 4:30 PM 0 9 1 9 19 0 0 0 0 0 0 0 0 0 10 19 0 EB WB NB SB Total East 4:45 PM 0 12 1 2 15 2 2 0 0%0%1%HV%-0%-0%- 2 0 4:15 PM 0 7 3 5 15 0 0 0 0 1 1 0 0 West North South 4:00 PM 0 8 1 20 1 1,079 0 0 0 9734037502291 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---2%0%2%5%-2% Peak Hour All 0 1 0 455 1 1 2,031 1 0 0 0 17 0 48 0040070 3 2,666 0 HV 0 0 0 0 0 Count Total 0 4 0 8 0 709 3 0 1,943 3 5,159 0 668 2,666297000228108305800 0 241 1 650 2,612 5:45 PM 0 0 0 1 55 0 0 255 0 0 674 2,612 5:30 PM 0 1 0 1 0 96 0 262 0 0 0 255 009705801 0 249 1 674 2,532 5:15 PM 0 0 0 1 58 1 0 265 0 0 614 2,493 5:00 PM 0 0 0 1 0 99 0 241 0 0 0 233 008515300 0 255 0 650 0 4:45 PM 0 0 0 1 60 0 0 250 0 0 594 0 4:30 PM 0 0 0 0 0 84 1 219 0 0 0 233 008115800 0 249 0 635 0 4:15 PM 0 0 0 2 55 0 0 242 1 04:00 PM 0 3 0 1 0 84 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min TotalUTLTTHRT Date: 07/09/2024 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.7%0.96 TOTAL 1.8%0.99 TH RT WB 4.0%0.96 NB 0.6%0.91 Peak Hour: 5:00 PM 6:00 PM HV %:PHF EB 0.0%0.63 0 0 0 0 0 0 000 0 0 0 1 0 0 2 N Rainier Ave S S 2nd St S 2nd St Ra i n i e r A v e S Driveway Ra i n i e r A v e S 2,666TEV: 0.99PHF: 3 97 3 0 97 6 1, 3 0 9 0 229 0 375 604 00 0 1, 0 7 9 1 1, 0 8 1 1, 3 5 3 1 4 0 1 5 4 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 2 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 01000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 3 00000 0 0 0 0 Peak Hour 0 3Count Total 0 000000000 0 0 5:45 PM 0 0 0 0 2 5:30 PM 0000000 0 2 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 5:00 PM 0000 2 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 1 04:00 PM RT 48 0 Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One Hour 7 0 0 0 17 00200400 RTTHLT RTTHLTRT 0 43 0 116 0 Peak Hour 0 0 0 0 9 0 0 13 0 0Count Total 0 0 0 0 0 51 0 7 48000010050100 0 6 0 14 56 5:45 PM 0 0 0 0 1 0 0 1 0 0 16 61 5:30 PM 0 0 0 0 0 6 0 4 0 0 0 5 0060100 0 5 0 11 60 5:15 PM 0 0 0 0 1 0 0 2 0 0 15 68 5:00 PM 0 0 0 0 0 3 0 1 0 0 0 2 00110100 0 9 0 19 0 4:45 PM 0 0 0 0 1 0 0 1 0 0 15 0 4:30 PM 0 0 0 0 0 8 0 3 0 0 0 5 0050200 0 10 0 19 0 4:15 PM 0 0 0 0 1 0 0 1 0 0 TH RT 4:00 PM 0 0 0 0 0 7 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound project.manager.wa@idaxdata.com Location: S Tobin St E/O Shattuck Ave S Date Range: 7/9/2024 - 7/15/2024 Site Code: 01 EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 213224549 ------------325 1:00 AM 2136511516 ------------427 2:00 AM 202213314 ------------213 3:00 AM 235437538 ------------437 4:00 AM 1128210224 ------------425 5:00 AM 7 9167 7149 716 ------------8815 6:00 AM 919285192451722 ------------61825 7:00 AM 202848202747152641 ------------18 27 45 8:00 AM 17 43 60 16 31 47 13 41 54 ------------15 38 54 9:00 AM 361955273562393372 ------------34 29 63 10:00 AM 39 33 72 52 34 86 44 36 80 ------------45 34 79 11:00 AM 41 21 62 47 40 87 56 22 78 ------------48 28 76 12:00 PM 50 41 91 49 30 79 58 35 93 ------------52 35 88 1:00 PM 65 32 97 66 35 101 65 43 108 ------------65 37 102 2:00 PM 622789562985502676 ------------56 27 83 3:00 PM 562783541973622486 ------------57 23 81 4:00 PM 502474512677461359 ------------49 21 70 5:00 PM 601575412566393170 ------------47 24 70 6:00 PM 421860392665371350 ------------39 19 58 7:00 PM 321244211233211233 ------------25 12 37 8:00 PM 171027291241281341 ------------25 12 36 9:00 PM 25 14 39 37 9 46 16 11 27 ------------26 11 37 10:00 PM 9 716611177 411 ------------7715 11:00 PM 136192 5 7 7 310 ------------7512 Total 659 411 1,070 647 445 1,092 637 421 1,058 ------------648 426 1,073 Percent 62% 38% 59% 41% 60% 40%-- -- -- --60% 40% AM Peak 11:00 08:00 10:00 10:00 11:00 11:00 11:00 08:00 10:00 ------------11:00 08:00 10:00 Vol.41 43 72 52 40 87 56 41 80 ------------48 38 79 PM Peak 13:00 12:00 13:00 13:00 13:00 13:00 13:00 13:00 13:00 ------------13:00 13:00 13:00 Vol.65 41 97 66 35 101 65 43 108 ------------65 37 102 1. Mid-week average includes data between Tuesday and Thursday. Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average7/15/20247/9/2024 7/10/2024 7/11/2024 7/12/2024 7/13/2024 7/14/2024 1 Kyle Campbell: 425-213-7345 kyle.campbell@idaxdata.com &RXQWVIURP$SULO Date: Location: Site Code: Time: Time Left In Right In Total Total Time Left Out Right Out Total Total 6:30 000 7:00 000 6:45 101 7:15 000 7:00 112 7:30 101 7:15 101 7:45 000 7:30 112 8:00 112 7:45 011 8:15 000 8:00 011 8:30 101 8:15 011 8:45 101 13:00 101 13:00 112 13:15 213 13:15 213 13:30 022 13:30 112 13:45 011 13:45 112 14:00 325 14:00 134 14:15 303 14:15 022 14:30 202 14:30 033 14:45 000 14:45 000 16:00 033 16:00 134 16:15 303 16:15 022 16:30 000 16:30 101 16:45 000 16:45 000 17:00 112 17:00 101 17:15 101 17:15 000 17:30 123 17:30 112 17:45 336 17:45 224 Total:24 20 Total:16 2144 37 6 12 7 7 7 10 9 9 4/1/2025 Service Driveway & S Tobin St 6:30-8:30AM, 1-3PM, 4-6PM 1 41 4 In Out 5 Date: Location: Site Code: Time: Time Left In Right In Total Total Time Left Out Right Out Total Total 6:30 202 7:00 000 6:45 4610 7:15 1910 7:00 123 7:30 145 7:15 000 7:45 101 7:30 000 8:00 000 7:45 000 8:15 000 8:00 000 8:30 000 8:15 000 8:45 000 13:00 000 13:00 000 13:15 000 13:15 000 13:30 033 13:30 000 13:45 189 13:45 112 14:00 055 14:00 6915 14:15 000 14:15 000 14:30 000 14:30 000 14:45 000 14:45 000 16:00 000 16:00 000 16:15 011 16:15 101 16:30 000 16:30 000 16:45 000 16:45 000 17:00 000 17:00 000 17:15 000 17:15 000 17:30 000 17:30 000 17:45 000 17:45 000 Total:825 Total:11 23 4/1/2025 2 6:30-8:30AM, 1-3PM, 4-6PM In Out 33 34 Logan Ave & Bus Driveway 515 11 00 15 16 00 12 2 Date: Location: Site Code: Time: Time Left In Right In Total Total Time Left Out Right Out Total Total 6:30 022 7:00 000 6:45 099 7:15 022 7:00 03131 7:30 066 7:15 03535 7:45 088 7:30 01212 8:00 022 7:45 066 8:15 011 8:00 033 8:30 000 8:15 088 8:45 022 13:00 044 13:00 099 13:15 011 13:15 044 13:30 033 13:30 011 13:45 01313 13:45 033 14:00 066 14:00 06161 14:15 055 14:15 01212 14:30 044 14:30 077 14:45 022 14:45 099 16:00 022 16:00 077 16:15 066 16:15 055 16:30 055 16:30 077 16:45 077 16:45 066 17:00 01010 17:00 044 17:15 01212 17:15 077 17:30 077 17:30 033 17:45 088 17:45 044 Total:0201 Total:0170 4/1/2025 3 6:30-8:30AM, 1-3PM, 4-6PM In Out 201 170 East Parking Lot Driveway & S 2nd St 17 89 20 25 37 18 77 16 29 5 21 17 Date: Location: Site Code: Time: Time Left In Right In Total Total Time Left Out Right Out Total Total 6:30 099 7:00 000 6:45 02727 7:15 000 7:00 06262 7:30 000 7:15 04747 7:45 000 7:30 01919 8:00 000 7:45 099 8:15 000 8:00 055 8:30 000 8:15 01010 8:45 000 13:00 000 13:00 000 13:15 066 13:15 000 13:30 033 13:30 000 13:45 044 13:45 000 14:00 01111 14:00 000 14:15 055 14:15 000 14:30 066 14:30 000 14:45 044 14:45 000 16:00 011 16:00 000 16:15 000 16:15 000 16:30 022 16:30 000 16:45 077 16:45 000 17:00 033 17:00 000 17:15 022 17:15 000 17:30 011 17:30 000 17:45 000 17:45 000 Total:0243 Total:00 4/1/2025 4 6:30-8:30AM, 1-3PM, 4-6PM In Out 243 0 Student Drop-Off Entrance & S 2nd St 26 0 10 0 60 145 0 43 0 13 0 Date: Location: Site Code: Time: Time Left In Right In Total Total Time Left Out Right Out Total Total 6:30 000 7:00 05454 6:45 000 7:15 02626 7:00 000 7:30 05252 7:15 000 7:45 05353 7:30 000 8:00 02121 7:45 000 8:15 099 8:00 000 8:30 055 8:15 000 8:45 088 13:00 000 13:00 011 13:15 000 13:15 022 13:30 000 13:30 022 13:45 000 13:45 000 14:00 000 14:00 02020 14:15 000 14:15 01010 14:30 000 14:30 077 14:45 000 14:45 033 16:00 000 16:00 022 16:15 000 16:15 000 16:30 000 16:30 011 16:45 000 16:45 066 17:00 000 17:00 044 17:15 000 17:15 022 17:30 000 17:30 022 17:45 000 17:45 000 Total:00 Total:0290 4/1/2025 5 6:30-8:30AM, 1-3PM, 4-6PM In Out 0 290 Student Drop-Off Exit & S 2nd St 040 09 08 0 185 043 05 Date: Location: Site Code: Time: Time Left In Right In Total Total Time Left Out Right Out Total Total 6:30 01010 7:00 000 6:45 02424 7:15 033 7:00 02222 7:30 077 7:15 02020 7:45 055 7:30 055 8:00 000 7:45 022 8:15 000 8:00 011 8:30 011 8:15 033 8:45 022 13:00 000 13:00 022 13:15 055 13:15 000 13:30 033 13:30 011 13:45 01919 13:45 011 14:00 01313 14:00 01616 14:15 066 14:15 077 14:30 077 14:30 01111 14:45 033 14:45 066 16:00 022 16:00 033 16:15 022 16:15 000 16:30 033 16:30 011 16:45 022 16:45 000 17:00 044 17:00 011 17:15 055 17:15 033 17:30 033 17:30 011 17:45 000 17:45 044 Total:0164 Total:075 4/1/2025 6 6:30-8:30AM, 1-3PM, 4-6PM In Out 164 75 West Parking Lot Driveway & S 2nd St 29 40 94 12 9 76 15 11 3 27 4 www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 4 1 0 3 2 0 1 1 12 6 Date: 04/01/2025 Peak Hour Count Period: 6:30 AM 8:30 AM SB 3.2%0.79 TOTAL 5.1%0.98 TH RT WB 4.3%0.97 NB 7.5%0.95 Peak Hour: 7:15 AM 8:15 AM HV %:PHF EB 3.9%0.95 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min TotalUTLTTHRT 0 29 61 43 0 37 44 28 6 587 0 6:45 AM 0 1 161 7 43 0 27 67 138 06:30 AM 0 2 112 7 0 32 81 70 57 4 647 0 7:15 AM 0 5 156 8 39 0 35 74 110 0 633 0 7:00 AM 0 2 143 4 0 41 68 66 137 0 49 42 0 723 2,590 7:30 AM 0 4 175 8 0 42 97 81 121 0 56 63 30278954060 0 54 56 64 0 29 41 49 2 721 2,724 7:45 AM 0 6 165 5 43 0 47 82 131 0 47 78 3 739 2,910 8:15 AM 0 3 179 5 66 0 42 107 106 0 727 2,818 8:00 AM 0 5 161 11 0 40 73 98 93 0 69 84 4 712 2,899771050915740287354036 Count Total 0 28 1,252 55 0 293 598 467 458 26 5,489 0 Peak Hour All 0 20 657 406 0 313 652 941 0 0 2 11 3 149 01530162138 12 2,910 0 HV 0 2 20 6 0 12 178 368 451 0 213 2743201633152270 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 8%-1%4%25%5%7%5%1%-9%6%HV%-10%3%19%- 1 2 6:45 AM 6 11 22 1 40 0 0 0 0 0 0 1 0 West North South 6:30 AM 7 11 14 2 34 0 EB WB NB SB Total East 7:15 AM 9 13 19 4 45 0 0 0 0 0 0 1 7:00 AM 6 12 14 4 36 0 0 0 0 0 0 0 0 0 1 1 7:45 AM 5 6 15 5 31 0 0 0 0 1 1 0 0 1 0 0 7:30 AM 7 8 20 1 36 0 0 0 0 0 0 2 8:15 AM 7 9 20 4 40 0 1 0 0 0 1 0 8:00 AM 7 3 21 6 37 0 1 0 0 0 0 0 0 0 1 0 0000000 2 5 Peak Hour 28 30 75 16 149 0 1 1 0 1 2 3 2Count Total 54 73 145 27 299 0 2012211 0 0 0 0 1 0 000 0 1 0 1 2 1 2 N Rainier Ave N Airport Way Airport Way Ra i n i e r A v e N Renton Ave Extension Ra i n i e r A v e N 2,910TEV: 0.98PHF: 12 27 4 21 3 49 9 61 5 0 227 315 163 705 1,3210 45 1 36 8 17 8 99 7 46 9 0 32 657 20 709 505 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min Total Rolling One HourEastboundWestbound 1 1 0 34 0 6:45 AM 0 0 6 0 3 0 2 4 8 0 TH RT 6:30 AM 0 1 5 1 0 2 6 UT LT TH RT UT LT 40 0 7:00 AM 0 1 4 1 0 6 5 6 12 0 0 1 0046104 0 4 7 2 0 5 2 2 0 36 0 7:15 AM 0 0 7 2 1 0 2 4 8 0 0 1 0 36 157 7:45 AM 0 1 3 1 1 0 3 4 13 0 45 155 7:30 AM 0 1 4 2 0 4 3 7 7 0 1 2 1 31 148 8:00 AM 0 0 6 1 0 1 2 4 9 0 0 3 2033002 0 2 5 2 0 3 1 5 0 37 149 8:15 AM 0 0 6 1 0 0 6 6 9 0 40 1445120130 6 18 3 299 0 Peak Hour 0 2 20 6 10 0 27 40 78 0Count Total 0 4 41 9 0 26 37 0 06:30 AM RT 149 0 Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min Total Rolling One Hour 21 38 0 2 11 3012153016 RTTHLT RTTHLTRT 0 7:30 AM 0000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 1 2 8:15 AM 0 0 0 0 1 8:00 AM 0000000 1 1 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 200000000 Peak Hour 0 1Count Total 0 THLT 2001000 2 00000 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 1 0 000 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 2 1 3 5 2 4 4 22 15 Date: 04/01/2025 Peak Hour Count Period: 1:00 PM 3:00 PM SB 3.7%0.87 TOTAL 3.1%0.96 TH RT WB 3.6%0.95 NB 2.3%0.90 Peak Hour: 2:00 PM 3:00 PM HV %:PHF EB 3.3%0.85 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min TotalUTLTTHRT 0 81 75 41 0 54 67 79 12 653 0 1:15 PM 0 9 95 19 34 1 40 87 99 01:00 PM 0 6 92 11 0 59 66 65 86 5 820 0 1:45 PM 0 10 90 11 47 0 38 76 148 0 751 0 1:30 PM 0 6 142 19 0 102 86 93 143 0 58 78 5 830 3,054 2:00 PM 0 5 141 14 0 107 107 93 150 0 66 88 201199641064 0 105 106 30 0 69 50 74 3 818 3,219 2:15 PM 0 5 102 12 40 0 79 82 116 0 94 79 4 889 3,367 2:45 PM 0 5 170 12 36 0 77 99 144 0 830 3,298 2:30 PM 0 9 145 16 0 93 93 86 153 0 65 94 3 871 3,408789908399508612340071 Count Total 0 55 977 114 0 752 752 548 677 39 6,462 0 Peak Hour All 0 24 558 309 1 492 694 1,052 0 0 5 18 1 107 0234010107 15 3,408 0 HV 0 1 17 3 0 8 296 345 512 0 292 3465403914291460 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1%-2%5%7%3%2%5%3%-3%3%HV%-4%3%6%- 0 0 1:15 PM 2 3 8 4 17 0 0 0 0 0 0 0 1 West North South 1:00 PM 4 5 8 4 21 0 EB WB NB SB Total East 1:45 PM 4 9 3 2 18 0 0 0 0 0 1 1 1:30 PM 5 12 4 2 23 0 0 0 0 0 0 0 1 0 0 1 2:15 PM 3 2 7 11 23 0 0 0 0 0 0 0 4 1 0 0 2:00 PM 10 16 9 4 39 0 0 0 0 0 0 2 2:45 PM 6 11 6 6 29 0 0 0 1 0 3 0 2:30 PM 2 6 5 3 16 0 0 0 0 0 0 0 2 0 3 0 1000000 0 7 Peak Hour 21 35 27 24 107 0 0 0 0 0 0 2 13Count Total 36 64 50 36 186 0 50000100 0 0 0 0 0 0 000 0 0 0 0 5 10 0 N Rainier Ave N Airport Way Airport Way Ra i n i e r A v e N Renton Ave Extension Ra i n i e r A v e N 3,408TEV: 0.96PHF: 15 34 6 29 2 65 3 51 5 0 146 429 391 966 1,3620 51 2 34 5 29 6 1, 1 5 3 79 1 0 54 558 24 636 740 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min Total Rolling One HourEastboundWestbound 2 2 0 21 0 1:15 PM 0 0 0 2 1 0 1 3 4 0 TH RT 1:00 PM 0 0 3 1 0 1 3 UT LT TH RT UT LT 17 0 1:30 PM 0 1 3 1 0 5 7 7 0 0 0 4 0011101 0 3 5 1 0 1 0 2 0 23 0 1:45 PM 0 0 3 1 0 0 1 2 1 0 1 3 0 39 97 2:15 PM 0 0 3 0 1 0 3 4 2 0 18 79 2:00 PM 0 1 8 1 0 4 11 1 1 0 0 2 0 23 103 2:30 PM 0 0 1 1 0 2 3 2 1 0 3 7 1002004 0 2 7 2 0 2 1 2 0 16 96 2:45 PM 0 0 5 1 1 0 1 2 2 0 29 107220060 7 28 1 186 0 Peak Hour 0 1 17 3 7 0 14 23 13 0Count Total 0 2 26 8 0 18 39 0 01:00 PM RT 107 0 Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min Total Rolling One Hour 10 7 0 5 18 108234010 RTTHLT RTTHLTRT 0 2:00 PM 0000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 0 2:45 PM 0 0 0 0 0 2:30 PM 0000000 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 000000000 Peak Hour 0 0Count Total 0 THLT 0000000 0 00000 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 3 4 2 0 0 0 0 10 2 Date: 04/01/2025 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.3%0.93 TOTAL 1.2%0.96 TH RT WB 1.5%0.90 NB 0.7%0.94 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 1.4%0.94 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min TotalUTLTTHRT 0 70 144 58 0 61 117 129 8 907 0 4:15 PM 0 6 161 14 57 0 59 87 95 04:00 PM 0 3 139 8 0 74 131 95 105 8 902 0 4:45 PM 0 5 150 12 66 0 77 120 77 0 925 0 4:30 PM 0 8 144 15 0 65 122 83 103 0 109 110 6 899 3,633 5:00 PM 0 3 164 9 0 72 140 105 88 0 123 104 705711958071 0 68 160 77 0 56 117 123 3 989 3,715 5:15 PM 0 8 143 11 72 0 72 108 106 0 99 127 6 969 3,814 5:45 PM 0 9 143 10 72 0 78 118 108 0 957 3,747 5:30 PM 0 9 137 9 0 74 132 123 115 0 88 103 5 835 3,75092850103104804911459059 Count Total 0 51 1,181 88 0 529 1,062 851 905 51 7,383 0 Peak Hour All 0 25 594 519 0 533 836 777 0 0 2 9 1 46 0830422 21 3,814 0 HV 0 0 5 4 0 6 277 454 417 0 427 4574102715512790 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%2%5%1%2%1%1%-1%0%HV%-0%1%10%- 0 1 4:15 PM 2 6 5 5 18 0 0 1 0 0 1 0 0 West North South 4:00 PM 4 7 7 11 29 0 EB WB NB SB Total East 4:45 PM 4 6 3 4 17 0 0 0 1 2 1 2 4:30 PM 6 5 0 4 15 0 0 0 0 1 1 1 0 0 0 0 5:15 PM 1 4 1 2 8 1 0 0 0 0 0 0 0 0 2 0 5:00 PM 2 5 2 4 13 0 0 0 0 0 0 0 5:45 PM 1 1 2 1 5 0 1 0 0 0 0 0 5:30 PM 2 2 2 2 8 1 0 0 0 0 1 0 0 0 0 0 0000000 4 4 Peak Hour 9 17 8 12 46 2 0 1 0 1 4 1 1Count Total 22 36 22 33 113 2 0002002 1 0 1 0 0 0 000 0 0 0 2 0 0 0 N Rainier Ave N Airport Way Airport Way Ra i n i e r A v e N Renton Ave Extension Ra i n i e r A v e N 3,814TEV: 0.96PHF: 21 45 7 42 7 90 5 75 8 0 279 551 271 1,101 1,4380 41 7 45 4 27 7 1, 1 4 8 76 9 0 41 594 25 660 849 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min Total Rolling One HourEastboundWestbound 5 6 0 29 0 4:15 PM 0 0 2 0 1 0 3 0 4 0 TH RT 4:00 PM 0 0 2 2 0 1 5 UT LT TH RT UT LT 18 0 4:30 PM 0 0 4 2 0 3 1 1 3 0 3 2 0024001 0 1 4 1 0 2 1 3 0 15 0 4:45 PM 0 0 3 1 1 0 0 0 0 0 1 3 0 13 63 5:15 PM 0 0 1 0 0 0 1 0 1 0 17 79 5:00 PM 0 0 1 1 0 4 1 1 0 0 1 2 1 8 53 5:30 PM 0 0 0 2 0 0 1 1 0 0 0 2 0012100 0 0 1 0 0 2 0 2 0 8 46 5:45 PM 0 0 0 1 1 0 1 0 1 0 5 34000010 11 21 1 113 0 Peak Hour 0 0 5 4 5 0 10 3 9 0Count Total 0 0 13 9 0 12 19 1 04:00 PM RT 46 0 Interval Start Renton Ave Extension Airport Way Rainier Ave N Rainier Ave N 15-min Total Rolling One Hour 2 2 0 2 9 1068304 RTTHLT RTTHLTRT 2 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 10001004:15 PM 0 0 0 0 0 0 1 2 5:45 PM 0 0 0 0 1 5:30 PM 1000000 0 1 5:15 PM 0 0 0 0 0 1 1 0 0 0 0 0 200000000 Peak Hour 0 0Count Total 0 THLT 2000000 4 01000 0 0 0 0 0000 0 0 0 00 0 THLT 00000010 0 00 0 0 0 0 0 0 0 0 0 101 0 0 0 101 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 1 0 0 0 1 0 0 2 1 Date: 04/01/2025 Peak Hour Count Period: 6:30 AM 8:30 AM SB 5.3%0.68 TOTAL 4.6%0.99 TH RT WB 4.9%0.95 NB 15.0%0.67 Peak Hour: 7:00 AM 8:00 AM HV %:PHF EB 4.2%0.95 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S W Perimeter Rd 15-min TotalUTLTTHRT 0 3 125 8 0 4 6 2 3 444 0 6:45 AM 0 5 347 7 1 0 2 0 3 06:30 AM 0 4 288 3 0 0 132 4 4 1 547 0 7:15 AM 0 5 341 4 9 0 5 1 8 0 517 0 7:00 AM 1 2 327 14 0 1 170 2 4 0 6 5 1 559 2,067 7:30 AM 0 4 360 3 0 2 170 4 7 0 3 3 0011771004 0 1 181 13 0 0 5 1 3 560 2,183 7:45 AM 0 6 331 0 6 0 1 5 0 0 4 2 0 494 2,164 8:15 AM 0 2 362 1 3 0 6 4 0 0 551 2,217 8:00 AM 0 4 307 6 0 1 157 2 3 0 11 0 3 558 2,163110831021551804 Count Total 1 32 2,663 38 0 11 1,267 47 20 12 4,230 0 Peak Hour All 1 17 1,359 68 0 26 19 26 0 0 0 0 2 103 03410402 7 2,217 0 HV 0 0 59 0 0 1 10 12 18 0 23 82105698380 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 11%-0%0%29%5%20%5%3%-40%0%HV%0%0%4%0%- 0 0 6:45 AM 17 8 1 0 26 0 0 0 0 0 0 0 0 West North South 6:30 AM 14 11 0 0 25 0 EB WB NB SB Total East 7:15 AM 16 11 1 0 28 0 0 0 0 0 0 0 7:00 AM 13 11 4 1 29 0 0 0 0 0 0 0 0 1 0 0 7:45 AM 11 4 1 0 16 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 19 10 0 1 30 0 0 0 0 1 1 0 8:15 AM 17 11 1 0 29 0 1 0 0 0 0 0 8:00 AM 16 1 0 0 17 0 1 0 0 0 0 0 1 0 0 0 0100010 1 0 Peak Hour 59 36 6 2 103 0 0 1 0 1 3 0 1Count Total 123 67 8 2 200 1 0011010 0 0 0 0 1 0 000 0 0 0 0 0 1 0 N Shattuck Ave S Airport Way Airport Way Sh a t t u c k A v e S Airport Way W P e r i m e t e r Rd 2,217TEV: 0.99PHF: 7 8 23 38 67 0 38 698 5 741 1,4000 181210 4034 0 21 1,359 17 1,398 716 1 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S W Perimeter Rd 15-min Total Rolling One HourEastboundWestbound 0 0 0 25 0 6:45 AM 0 0 17 0 0 0 0 0 0 0 TH RT 6:30 AM 0 0 14 0 0 0 11 UT LT TH RT UT LT 26 0 7:00 AM 0 0 13 0 0 0 11 0 0 0 0 0 0008001 0 0 11 0 0 1 0 0 1 29 0 7:15 AM 0 0 16 0 0 0 3 0 1 0 0 0 1 30 113 7:45 AM 0 0 11 0 1 0 0 0 0 0 28 108 7:30 AM 0 0 19 0 0 1 8 0 0 0 0 0 0 16 103 8:00 AM 0 0 16 0 0 0 1 0 1 0 0 0 0004000 0 1 10 0 0 1 0 0 0 17 91 8:15 AM 0 0 17 0 0 0 0 0 0 0 29 92000000 0 0 2 200 0 Peak Hour 0 0 59 0 1 0 6 0 2 0Count Total 0 0 123 0 0 2 64 0 06:30 AM RT 103 0 Interval Start Airport Way Airport Way Shattuck Ave S W Perimeter Rd 15-min Total Rolling One Hour 0 2 0 0 0 20134104 RTTHLT RTTHLTRT 1 7:30 AM 1000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 1 2 8:15 AM 0 0 0 0 1 8:00 AM 0000000 0 1 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 210000100 Peak Hour 0 1Count Total 0 THLT 1001000 3 00000 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 010 0 1 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 0 0 0 0 0 6 8 15 6 Date: 04/01/2025 Peak Hour Count Period: 1:00 PM 3:00 PM SB 1.1%0.60 TOTAL 2.3%0.96 TH RT WB 2.5%0.86 NB 11.5%0.60 Peak Hour: 1:45 PM 2:45 PM HV %:PHF EB 1.6%0.87 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S W Perimeter Rd 15-min TotalUTLTTHRT 0 5 191 20 0 8 13 0 4 490 0 1:15 PM 0 12 295 0 3 0 1 3 1 01:00 PM 0 9 262 2 1 5 186 21 1 5 678 0 1:45 PM 0 12 297 4 6 0 5 3 1 0 554 0 1:30 PM 0 16 344 3 0 10 263 7 4 0 10 1 1 674 2,396 2:00 PM 0 11 321 12 0 16 245 5 6 0 12 3 2025297704 0 13 236 17 0 3 20 8 9 697 2,603 2:15 PM 0 11 323 3 15 0 14 6 20 0 29 11 8 725 2,791 2:45 PM 1 3 335 2 13 0 7 6 8 0 695 2,744 2:30 PM 1 7 387 5 0 11 232 7 10 0 45 12 15 654 2,77111018030142631102 Count Total 2 81 2,564 31 1 99 1,913 168 36 47 5,167 0 Peak Hour All 1 41 1,328 92 0 44 38 51 0 0 2 0 0 64 02700911 34 2,791 0 HV 0 0 23 0 0 1 28 24 44 0 106 34240651,010 52 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 2%-2%0%0%2%2%3%0%-32%4%HV%0%0%2%0%- 0 1 1:15 PM 1 3 0 0 4 0 0 0 0 0 1 0 0 West North South 1:00 PM 8 8 0 0 16 1 EB WB NB SB Total East 1:45 PM 4 17 2 0 23 0 0 0 0 0 0 0 1:30 PM 4 14 1 1 20 0 0 0 0 0 0 0 0 0 0 0 2:15 PM 5 1 0 2 8 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 11 4 6 0 21 0 0 0 0 0 0 0 2:45 PM 7 7 0 0 14 0 1 0 3 3 0 0 2:30 PM 3 6 3 0 12 0 1 0 0 0 0 0 0 0 3 4 1000000 7 2 Peak Hour 23 28 11 2 64 0 1 1 0 0 2 0 6Count Total 43 60 12 3 118 1 0001033 0 0 0 0 0 0 000 0 1 0 3 0 3 0 N Shattuck Ave S Airport Way Airport Way Sh a t t u c k A v e S Airport Way W P e r i m e t e r Rd 2,791TEV: 0.96PHF: 34 34 10 6 17 4 11 7 0 52 1,010 65 1,127 1,4780 442428 9612 3 0 24 1,328 41 1,394 1,073 1 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S W Perimeter Rd 15-min Total Rolling One HourEastboundWestbound 0 0 0 16 0 1:15 PM 0 0 1 0 1 0 0 0 0 0 TH RT 1:00 PM 0 0 8 0 0 0 7 UT LT TH RT UT LT 4 0 1:30 PM 0 0 4 0 0 1 13 0 0 0 0 0 0012000 0 1 16 0 0 1 1 0 0 20 0 1:45 PM 0 0 4 0 0 0 1 0 0 0 0 0 0 21 68 2:15 PM 0 0 5 0 0 0 5 0 1 0 23 63 2:00 PM 0 0 11 0 0 0 4 1 0 0 0 0 0 8 72 2:30 PM 0 0 3 0 0 0 6 0 0 0 2 0 0001000 0 0 7 0 0 0 0 0 0 12 64 2:45 PM 0 0 7 0 0 0 3 0 0 0 14 55000000 3 0 0 118 0 Peak Hour 0 0 23 0 1 0 10 1 1 0Count Total 0 0 43 0 0 3 56 1 01:00 PM RT 64 0 Interval Start Airport Way Airport Way Shattuck Ave S W Perimeter Rd 15-min Total Rolling One Hour 1 1 0 2 0 00127009 RTTHLT RTTHLTRT 1 2:00 PM 0000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 1 1 2:45 PM 0 0 0 0 0 2:30 PM 0000000 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 100000000 Peak Hour 0 0Count Total 0 THLT 1000000 2 00000 0 0 0 0 0010 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 1 0 010 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 3 2 0 4 1 2 0 3 15 7 Date: 04/01/2025 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.0%0.78 TOTAL 1.1%0.89 TH RT WB 1.4%0.92 NB 5.0%0.77 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 0.8%0.88 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S W Perimeter Rd 15-min TotalUTLTTHRT 0 6 240 3 0 7 10 6 7 639 0 4:15 PM 0 2 383 3 3 0 5 2 5 04:00 PM 0 3 336 3 0 2 257 11 2 4 637 0 4:45 PM 0 2 371 5 5 0 3 2 6 0 661 0 4:30 PM 0 1 327 2 0 2 272 3 1 0 7 2 4 651 2,588 5:00 PM 0 5 420 3 0 4 282 0 2 0 9 2 204239807 0 5 257 10 0 2 13 2 10 765 2,714 5:15 PM 0 4 354 1 13 0 11 0 2 0 10 2 7 644 2,729 5:45 PM 0 2 332 4 7 0 5 2 0 0 669 2,722 5:30 PM 0 1 339 4 0 5 262 4 5 0 15 3 9 587 2,66511084306218701 Count Total 0 20 2,862 25 0 34 2,027 83 23 46 5,253 0 Peak Hour All 0 12 1,484 56 0 41 14 22 0 0 0 0 0 29 01400200 28 2,729 0 HV 0 0 12 0 0 1 25 6 9 0 47 9130181,040 38 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%0%1%6%1%0%-8%0%HV%-0%1%0%- 2 0 4:15 PM 9 6 0 0 15 0 0 1 0 0 1 0 1 West North South 4:00 PM 10 7 0 0 17 0 EB WB NB SB Total East 4:45 PM 5 5 2 0 12 1 1 0 0 0 0 0 4:30 PM 4 3 0 2 9 0 0 0 0 0 0 0 1 1 0 0 5:15 PM 3 2 0 0 5 0 1 0 0 0 0 0 1 2 1 1 5:00 PM 3 5 0 0 8 0 0 0 0 1 1 0 5:45 PM 1 1 0 0 2 0 0 0 0 0 0 0 5:30 PM 1 3 0 0 4 0 0 0 0 0 1 0 0 2 0 2 1011020 8 2 Peak Hour 12 15 2 0 29 0 1 3 1 2 6 0 5Count Total 36 32 2 2 72 0 1012033 0 0 0 0 1 0 000 0 1 0 3 1 3 0 N Shattuck Ave S Airport Way Airport Way Sh a t t u c k A v e S Airport Way W P e r i m e t e r Rd 2,729TEV: 0.89PHF: 28 9 47 84 56 0 38 1,040 18 1,096 1,5400 9625 4040 0 13 1,484 12 1,509 1,093 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way Airport Way Shattuck Ave S W Perimeter Rd 15-min Total Rolling One HourEastboundWestbound 0 0 0 17 0 4:15 PM 0 0 9 0 0 0 0 0 0 0 TH RT 4:00 PM 0 1 9 0 0 0 7 UT LT TH RT UT LT 15 0 4:30 PM 0 0 4 0 0 0 3 0 0 0 0 0 0006000 0 0 5 0 0 2 0 0 2 9 0 4:45 PM 0 0 5 0 0 0 0 0 0 0 0 0 0 8 44 5:15 PM 0 0 3 0 0 0 0 0 0 0 12 53 5:00 PM 0 0 3 0 0 0 5 0 0 0 0 0 0 5 34 5:30 PM 0 0 1 0 0 1 2 0 0 0 0 0 0002000 0 0 1 0 0 0 0 0 0 4 29 5:45 PM 0 0 1 0 0 0 0 0 0 0 2 19000000 0 0 2 72 0 Peak Hour 0 0 12 0 0 0 2 0 0 0Count Total 0 1 35 0 0 1 31 1 04:00 PM RT 29 0 Interval Start Airport Way Airport Way Shattuck Ave S W Perimeter Rd 15-min Total Rolling One Hour 0 0 0 0 0 00114002 RTTHLT RTTHLTRT 3 5:00 PM 1000 1 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 0 2 5:45 PM 0 0 0 0 3 5:30 PM 1000000 0 2 5:15 PM 0 0 0 0 0 0 0 0 0 0 1 0 320010000 Peak Hour 0 2Count Total 0 THLT 2001000 6 00010 0 0 0 0 0000 0 0 0 00 0 THLT 00000001 0 00 0 0 0 0 0 0 0 0 0 000 0 1 0 000 0 3 0 0 0 0 0 1 0 1 0 0 1 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 3 6 4 0 2 0 2 19 4 Date: 04/01/2025 Peak Hour Count Period: 6:30 AM 8:30 AM SB 4.8%0.95 TOTAL 5.5%0.94 TH RT WB -- NB 8.6%0.86 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 5.1%0.93 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way Driveway Logan Ave Airport Way 15-min TotalUTLTTHRT 0 0 0 0 0 12 0 11 124 466 0 6:45 AM 0 331 0 22 0 0 8 32 0 06:30 AM 0 280 0 11 0 0 0 0 22 162 575 0 7:15 AM 0 315 0 32 1 0 19 44 0 0 554 0 7:00 AM 0 287 0 40 0 0 0 43 0 0 1 19 126 629 2,224 7:30 AM 0 364 0 18 0 0 0 81 0 0 0 13 1660000022 0 0 0 0 0 18 0 11 169 667 2,425 7:45 AM 0 322 0 16 0 0 10 95 0 0 0 20 155 587 2,497 8:15 AM 0 354 0 11 0 0 7 76 0 0 614 2,485 8:00 AM 0 315 0 14 0 0 0 64 1 0 0 18 175 641 2,50973000231620000018 Count Total 0 2,568 0 164 0 0 0 1 137 1,239 4,733 0 Peak Hour All 0 1,355 0 1 0 114 508 1 0 0 0 10 25 138 00003280 661 2,509 0 HV 0 70 0 2 0 0 53 308 1 0 0 725900000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%--14%4%6%----6%9%HV%-5%-3%- 0 1 6:45 AM 16 0 11 10 37 0 0 0 0 0 0 1 0 West North South 6:30 AM 11 0 2 13 26 0 EB WB NB SB Total East 7:15 AM 15 0 17 7 39 0 0 4 0 0 2 1 7:00 AM 12 0 11 14 37 0 0 0 0 0 0 2 0 0 0 0 7:45 AM 16 0 8 9 33 0 0 0 0 0 0 0 0 0 0 2 7:30 AM 19 0 8 9 36 0 0 0 0 0 0 2 8:15 AM 19 0 7 14 40 1 1 0 0 0 0 2 8:00 AM 18 0 8 3 29 0 0 0 0 0 0 0 0 0 0 0 0100012 0 8 Peak Hour 72 0 31 35 138 1 0 0 0 1 2 11 0Count Total 126 0 72 79 277 1 2012200 0 0 1 1 0 0 000 0 0 0 0 2 0 2 N Logan Ave Airport Way Driveway Lo g a n A v e Airport Way Ai r p o r t W a y 2,509TEV: 0.94PHF: 66 1 72 0 73 3 1, 6 6 3 0 0 0 0 0 10 1 30 853 36 2 13 1 0 59 0 1,355 1,414 714 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way Driveway Logan Ave Airport Way 15-min Total Rolling One HourEastboundWestbound 0 2 11 26 0 6:45 AM 0 12 0 4 0 0 0 2 0 0 TH RT 6:30 AM 0 9 0 2 0 0 0 UT LT TH RT UT LT 37 0 7:00 AM 0 11 0 1 0 0 0 10 0 0 0 5 5000001 0 0 0 0 0 3 0 3 11 37 0 7:15 AM 0 14 0 1 0 0 0 11 0 0 0 1 8 36 149 7:45 AM 0 14 0 2 0 0 1 7 0 0 39 139 7:30 AM 0 19 0 0 0 0 0 14 0 0 0 0 7 33 145 8:00 AM 0 18 0 0 0 0 0 8 0 0 0 5 4000000 0 0 0 0 0 2 0 2 1 29 137 8:15 AM 0 19 0 0 0 0 0 8 0 0 40 1385000212 0 20 59 277 0 Peak Hour 0 70 0 2 0 0 7 65 0 0Count Total 0 116 0 10 0 0 0 0 06:30 AM RT 138 0 Interval Start Airport Way Driveway Logan Ave Airport Way 15-min Total Rolling One Hour 28 0 0 0 10 25000003 RTTHLT RTTHLTRT 0 7:30 AM 0000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 1 1 8:15 AM 0 0 0 0 0 8:00 AM 0000000 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 210001000 Peak Hour 0 0Count Total 0 THLT 2000100 2 01000 0 1 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 001 0 0 0 001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 3 1 0 0 14 1 10 9 38 25 Date: 04/01/2025 Peak Hour Count Period: 1:00 PM 3:00 PM SB 3.8%0.81 TOTAL 2.9%0.97 TH RT WB 0.0%0.58 NB 4.6%0.81 Peak Hour: 1:45 PM 2:45 PM HV %:PHF EB 1.7%0.89 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way Driveway Logan Ave Airport Way 15-min TotalUTLTTHRT 0 0 0 0 0 14 0 23 181 542 0 1:15 PM 0 294 1 13 1 0 5 59 0 01:00 PM 0 256 1 15 0 0 1 0 65 286 800 0 1:45 PM 0 301 0 27 1 0 8 62 1 0 635 0 1:30 PM 0 341 1 35 0 0 0 76 0 0 1 34 202 822 2,799 2:00 PM 0 332 0 32 0 0 0 59 0 0 0 84 341020107 0 0 0 0 0 11 0 66 250 770 3,027 2:15 PM 0 359 0 23 2 0 17 70 1 0 0 64 238 828 3,222 2:45 PM 0 335 1 28 2 0 6 101 0 0 802 3,194 2:30 PM 0 392 0 25 0 0 0 72 2 0 0 54 281 764 3,1645200054288000006 Count Total 0 2,610 4 198 0 2 1 1 444 2,067 5,963 0 Peak Hour All 0 1,384 0 7 0 74 551 4 0 0 0 24 29 94 00001150 1,110 3,222 0 HV 0 22 0 3 0 0 41 302 3 0 0 26810702050 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%--9%3%3%0%-0%-2%5%HV%-2%-3%- 0 0 1:15 PM 1 0 4 5 10 0 0 0 0 0 0 3 0 West North South 1:00 PM 9 0 1 8 18 0 EB WB NB SB Total East 1:45 PM 4 0 5 27 36 1 1 0 0 0 0 0 1:30 PM 5 0 0 20 25 0 0 0 0 0 0 1 0 0 3 4 2:15 PM 8 0 3 8 19 0 0 0 0 1 1 4 3 0 0 0 2:00 PM 10 0 6 11 27 0 0 0 0 0 0 0 2:45 PM 8 0 5 9 22 2 2 4 1 1 4 0 2:30 PM 3 0 2 7 12 0 0 0 0 0 0 1 0 0 2 2 2001233 6 10 Peak Hour 25 0 16 53 94 0 0 0 1 6 7 16 6Count Total 48 0 26 95 169 0 8033944 0 0 0 3 0 0 000 0 0 0 4 8 4 9 N Logan Ave Airport Way Driveway Lo g a n A v e Airport Way Ai r p o r t W a y 3,222TEV: 0.97PHF: 1, 1 1 0 26 8 0 1, 3 7 8 1, 6 9 1 0 5 0 2 7 30 3 30 241 34 6 37 7 0 107 0 1,384 1,491 1,151 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way Driveway Logan Ave Airport Way 15-min Total Rolling One HourEastboundWestbound 0 1 7 18 0 1:15 PM 0 1 0 0 0 0 0 1 0 0 TH RT 1:00 PM 0 9 0 0 0 0 0 UT LT TH RT UT LT 10 0 1:30 PM 0 4 0 1 0 0 0 3 0 0 0 3 2000001 0 0 0 0 0 1 0 6 14 25 0 1:45 PM 0 3 0 1 0 0 0 0 0 0 0 7 4 27 98 2:15 PM 0 7 0 1 0 0 0 6 0 0 36 89 2:00 PM 0 10 0 0 0 0 0 4 0 0 0 12 15 19 107 2:30 PM 0 2 0 1 0 0 0 3 0 0 0 3 5000000 0 0 0 0 0 0 0 2 5 12 94 2:45 PM 0 6 0 2 0 0 0 2 0 0 22 80500036 0 37 58 169 0 Peak Hour 0 22 0 3 0 0 2 24 0 0Count Total 0 42 0 6 0 0 0 0 01:00 PM RT 94 0 Interval Start Airport Way Driveway Logan Ave Airport Way 15-min Total Rolling One Hour 15 0 0 0 24 29000001 RTTHLT RTTHLTRT 1 2:00 PM 0000 1 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 2 3 2:45 PM 0 0 0 0 2 2:30 PM 0000000 1 2 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 630010002 Peak Hour 0 0Count Total 0 THLT 3000300 7 06010 0 2 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 9 5 1 3 8 3 2 5 36 15 Date: 04/01/2025 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.9%0.92 TOTAL 1.6%0.95 TH RT WB 0.0%0.75 NB 4.2%0.75 Peak Hour: 4:30 PM 5:30 PM HV %:PHF EB 0.9%0.96 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Airport Way Driveway Logan Ave Airport Way 15-min TotalUTLTTHRT 0 0 0 0 0 3 0 42 254 694 0 4:15 PM 0 324 1 41 1 0 11 40 0 04:00 PM 0 320 1 25 0 0 0 1 32 255 712 0 4:45 PM 0 370 0 33 1 0 14 57 0 0 701 0 4:30 PM 0 326 0 26 0 0 0 48 0 0 0 34 250 734 2,841 5:00 PM 0 372 0 32 0 0 0 41 0 0 0 35 245000109 0 0 0 0 0 5 0 29 292 775 2,922 5:15 PM 0 372 0 16 1 0 11 38 0 0 1 29 265 700 2,937 5:45 PM 0 338 0 27 1 0 15 30 1 0 728 2,949 5:30 PM 0 339 0 19 0 0 0 39 0 0 0 31 265 644 2,8473200027213000007 Count Total 0 2,761 2 219 0 0 0 2 259 2,039 5,688 0 Peak Hour All 0 1,440 0 5 0 75 325 1 0 0 0 9 14 46 0000090 1,057 2,949 0 HV 0 12 0 2 0 0 39 175 0 0 1 12710700030 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total --0%7%1%2%--0%-0%5%HV%-1%-2%- 4 0 4:15 PM 8 0 3 10 21 0 0 0 0 1 1 1 4 West North South 4:00 PM 9 0 0 9 18 0 EB WB NB SB Total East 4:45 PM 5 0 2 6 13 0 0 0 0 0 1 1 4:30 PM 4 0 3 6 13 0 0 0 0 0 0 4 0 0 2 1 5:15 PM 2 0 3 2 7 0 0 0 0 1 1 2 3 0 1 0 5:00 PM 3 0 1 9 13 0 0 0 0 1 1 2 5:45 PM 1 0 2 2 5 0 0 1 0 0 1 0 5:30 PM 2 0 2 6 10 0 0 0 0 1 1 1 1 1 0 0 1000114 8 5 Peak Hour 14 0 9 23 46 0 0 0 0 5 5 15 8Count Total 34 0 16 50 100 0 2033544 0 0 0 3 0 0 000 0 0 0 4 2 4 5 N Logan Ave Airport Way Driveway Lo g a n A v e Airport Way Ai r p o r t W a y 2,949TEV: 0.95PHF: 1, 0 5 7 12 7 1 1, 1 8 5 1, 6 1 8 0 3 0 0 3 10 0 17 539 21 4 23 4 0 107 0 1,440 1,547 1,096 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Airport Way Driveway Logan Ave Airport Way 15-min Total Rolling One HourEastboundWestbound 0 4 5 18 0 4:15 PM 0 7 0 1 0 0 0 0 0 0 TH RT 4:00 PM 0 8 0 1 0 0 0 UT LT TH RT UT LT 21 0 4:30 PM 0 4 0 0 0 0 0 3 0 0 0 4 6000000 0 0 0 0 0 0 0 3 3 13 0 4:45 PM 0 3 0 2 0 0 0 3 0 0 0 4 5 13 60 5:15 PM 0 2 0 0 0 0 0 1 0 0 13 65 5:00 PM 0 3 0 0 0 0 0 2 0 0 0 1 5 7 46 5:30 PM 0 2 0 0 0 0 0 3 0 0 0 1 1000000 0 0 0 0 0 0 0 3 3 10 43 5:45 PM 0 1 0 0 0 0 0 2 0 0 5 35200011 0 21 29 100 0 Peak Hour 0 12 0 2 0 0 0 16 0 0Count Total 0 30 0 4 0 0 0 1 04:00 PM RT 46 0 Interval Start Airport Way Driveway Logan Ave Airport Way 15-min Total Rolling One Hour 9 0 0 0 9 14000000 RTTHLT RTTHLTRT 2 5:00 PM 1000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 0 3 5:45 PM 0 0 0 0 3 5:30 PM 1000100 1 2 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 310000001 Peak Hour 0 0Count Total 0 THLT 3000300 5 05000 0 0 0 0 0000 0 0 0 00 0 THLT 10000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 2 3 4 0 2 0 1 13 9 Date: 04/01/2025 Peak Hour Count Period: 6:30 AM 8:30 AM SB 8.7%0.68 TOTAL 10.9%0.89 TH RT WB 0.0%0.25 NB 12.0%0.83 Peak Hour: 7:00 AM 8:00 AM HV %:PHF EB 0.0%0.25 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min TotalUTLTTHRT 0 0 0 0 0 0 0 23 0 64 0 6:45 AM 0 0 0 0 0 0 0 41 0 06:30 AM 0 0 0 0 0 0 0 0 64 0 125 0 7:15 AM 0 0 0 1 0 0 0 61 0 0 95 0 7:00 AM 0 0 0 0 0 0 0 56 0 0 0 39 0 148 432 7:30 AM 0 0 0 0 0 0 0 101 0 0 0 45 0010000 0 0 0 0 0 0 0 30 0 135 503 7:45 AM 0 0 0 0 0 0 0 105 0 0 0 34 0 119 518 8:15 AM 0 0 0 0 0 0 0 85 0 0 116 524 8:00 AM 0 0 0 0 0 0 0 82 0 0 0 34 0 125 49590000350000000 Count Total 0 0 0 1 0 1 0 0 304 0 927 0 Peak Hour All 0 0 0 0 0 0 621 0 0 0 0 15 0 57 00000420 0 524 0 HV 0 0 0 0 0 0 0 349 0 0 0 173101000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---9%-11%0%----12%HV%---0%- 0 0 6:45 AM 0 0 12 7 19 0 0 0 0 0 0 0 1 West North South 6:30 AM 0 0 2 4 6 0 EB WB NB SB Total East 7:15 AM 0 0 16 2 18 0 0 1 2 0 0 0 7:00 AM 0 0 11 5 16 0 0 0 0 0 0 1 1 0 0 0 7:45 AM 0 0 7 7 14 0 0 0 0 0 0 0 0 2 2 0 7:30 AM 0 0 8 1 9 0 0 0 0 0 0 0 8:15 AM 0 0 8 2 10 0 0 0 0 0 0 0 8:00 AM 0 0 8 2 10 0 0 0 0 0 0 0 0 2 0 0 0000001 4 0 Peak Hour 0 0 42 15 57 0 0 0 0 0 0 3 6Count Total 0 0 72 30 102 0 0000144 0 0 0 0 0 0 000 0 0 0 4 0 4 1 N Logan Ave S S Tillicum St Driveway Lo g a n A v e S S Tillicum St Lo g a n A v e S 524TEV: 0.89PHF: 0 17 3 0 17 3 34 9 0 0 0 1 1 00 0 34 9 0 34 9 17 5 0 1 0 0 1 0 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound 0 4 0 6 0 6:45 AM 0 0 0 0 0 0 0 2 0 0 TH RT 6:30 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT 19 0 7:00 AM 0 0 0 0 0 0 0 12 0 0 0 7 0000000 0 0 0 0 0 0 0 5 0 16 0 7:15 AM 0 0 0 0 0 0 0 11 0 0 0 1 0 9 62 7:45 AM 0 0 0 0 0 0 0 8 0 0 18 59 7:30 AM 0 0 0 0 0 0 0 16 0 0 0 2 0 14 57 8:00 AM 0 0 0 0 0 0 0 7 0 0 0 7 0000000 0 0 0 0 0 0 0 2 0 10 51 8:15 AM 0 0 0 0 0 0 0 8 0 0 10 43800020 0 30 0 102 0 Peak Hour 0 0 0 0 0 0 0 72 0 0Count Total 0 0 0 0 0 0 0 0 06:30 AM RT 57 0 Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min Total Rolling One Hour 42 0 0 0 15 0000000 RTTHLT RTTHLTRT 0 7:30 AM 0000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 8:00 AM 0000000 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 000000000 Peak Hour 0 0Count Total 0 THLT 0000000 0 00000 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 3 1 0 1 17 5 18 13 58 41 Date: 04/01/2025 Peak Hour Count Period: 1:00 PM 3:00 PM SB 7.2%0.83 TOTAL 5.9%0.93 TH RT WB -- NB 4.6%0.82 Peak Hour: 1:45 PM 2:45 PM HV %:PHF EB -- UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min TotalUTLTTHRT 0 0 0 0 0 0 0 37 0 103 0 1:15 PM 0 0 0 0 0 0 0 65 0 01:00 PM 0 0 0 1 0 0 0 0 99 0 170 0 1:45 PM 0 0 0 0 0 0 0 71 0 0 133 0 1:30 PM 0 0 0 0 0 0 0 85 0 0 0 48 0 184 590 2:00 PM 0 0 0 0 0 0 0 70 0 0 0 113 0000001 0 0 0 0 0 0 0 95 0 181 668 2:15 PM 0 0 0 0 0 0 0 85 0 1 0 89 0 196 726 2:45 PM 0 0 0 1 0 0 0 107 0 0 165 700 2:30 PM 0 0 0 0 0 0 0 86 0 0 0 79 0 140 68258000810000000 Count Total 0 0 0 2 0 0 0 0 641 0 1,272 0 Peak Hour All 0 0 0 0 0 1 627 0 1 0 0 27 0 43 00000160 0 726 0 HV 0 0 0 0 0 0 1 348 0 1 0 376000000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total -0%-7%-6%----0%5%HV%----- 0 0 1:15 PM 0 0 4 3 7 0 0 0 0 0 0 1 2 West North South 1:00 PM 0 0 1 1 2 0 EB WB NB SB Total East 1:45 PM 0 0 5 13 18 0 0 0 0 0 0 0 1:30 PM 0 0 0 7 7 0 0 0 0 0 0 1 0 0 0 0 2:15 PM 0 0 3 4 7 0 0 0 0 0 0 12 5 0 0 0 2:00 PM 0 0 6 7 13 0 0 0 0 0 0 1 2:45 PM 0 0 5 5 10 0 0 15 3 0 0 0 2:30 PM 0 0 2 3 5 0 0 0 0 0 0 5 0 0 5 4 0000004 4 0 Peak Hour 0 0 16 27 43 0 0 0 0 0 0 39 15Count Total 0 0 26 43 69 0 00003380 0 0 0 0 0 0 000 0 0 0 0 0 8 33 N Logan Ave S S Tillicum St Driveway Lo g a n A v e S S Tillicum St Lo g a n A v e S 726TEV: 0.93PHF: 0 37 6 0 37 7 34 9 1 0 0 0 0 00 0 34 8 1 34 9 37 6 0 0 0 0 0 1 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound 0 1 0 2 0 1:15 PM 0 0 0 0 0 0 0 1 0 0 TH RT 1:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 7 0 1:30 PM 0 0 0 0 0 0 0 4 0 0 0 3 0000000 0 0 0 0 0 0 0 7 0 7 0 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 7 0 13 45 2:15 PM 0 0 0 0 0 0 0 6 0 0 18 34 2:00 PM 0 0 0 0 0 0 0 5 0 0 0 13 0 7 45 2:30 PM 0 0 0 0 0 0 0 3 0 0 0 4 0000000 0 0 0 0 0 0 0 3 0 5 43 2:45 PM 0 0 0 0 0 0 0 2 0 0 10 35500050 0 43 0 69 0 Peak Hour 0 0 0 0 0 0 0 26 0 0Count Total 0 0 0 0 0 0 0 0 01:00 PM RT 43 0 Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min Total Rolling One Hour 16 0 0 0 27 0000000 RTTHLT RTTHLTRT 0 2:00 PM 0000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 0 2:45 PM 0 0 0 0 0 2:30 PM 0000000 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 000000000 Peak Hour 0 0Count Total 0 THLT 0000000 0 00000 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 7 3 3 4 5 1 1 25 14 Date: 04/01/2025 Peak Hour Count Period: 4:00 PM 6:00 PM SB 6.0%0.89 TOTAL 4.9%0.95 TH RT WB -- NB 3.6%0.77 Peak Hour: 4:00 PM 5:00 PM HV %:PHF EB 0.0%0.25 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min TotalUTLTTHRT 0 0 0 0 0 1 0 67 0 117 0 4:15 PM 0 0 0 0 0 0 0 50 0 04:00 PM 0 0 0 0 0 0 0 0 57 0 129 0 4:45 PM 0 0 0 1 0 0 0 71 1 0 124 0 4:30 PM 0 0 0 0 0 0 0 48 0 0 0 75 0 119 489 5:00 PM 0 0 0 0 0 0 0 50 0 0 0 68 0000000 0 0 0 0 0 0 0 62 0 112 484 5:15 PM 0 0 0 0 0 0 0 50 0 0 0 45 0 87 413 5:45 PM 0 0 0 0 0 0 0 42 0 0 95 455 5:30 PM 0 0 0 0 0 0 0 48 0 0 0 47 0 101 39543000580000000 Count Total 0 0 0 1 0 0 0 0 479 0 884 0 Peak Hour All 0 0 0 0 0 1 402 1 0 0 0 16 0 24 0000080 0 489 0 HV 0 0 0 0 0 0 1 219 1 0 0 267100000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%--6%-5%----0%4%HV%---0%- 0 0 4:15 PM 0 0 3 5 8 0 0 0 0 0 0 1 0 West North South 4:00 PM 0 0 0 5 5 0 EB WB NB SB Total East 4:45 PM 0 0 2 3 5 0 0 3 0 0 0 0 4:30 PM 0 0 3 3 6 0 0 0 0 1 1 5 2 0 0 0 5:15 PM 0 0 3 1 4 0 0 0 0 0 0 1 3 0 0 1 5:00 PM 0 0 1 4 5 0 0 0 0 0 0 2 5:45 PM 0 0 2 1 3 0 0 1 0 0 0 0 5:30 PM 0 0 2 3 5 0 0 0 0 0 0 3 2 0 0 0 0000001 0 1 Peak Hour 0 0 8 16 24 0 0 0 0 1 1 17 7Count Total 0 0 16 25 41 0 10111120 0 0 0 1 0 0 000 0 0 0 0 1 2 11 N Logan Ave S S Tillicum St Driveway Lo g a n A v e S S Tillicum St Lo g a n A v e S 489TEV: 0.95PHF: 0 26 7 0 26 7 21 9 0 0 0 0 0 10 1 21 9 1 22 1 26 8 0 1 0 0 1 1 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound 0 5 0 5 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 8 0 4:30 PM 0 0 0 0 0 0 0 3 0 0 0 5 0000000 0 0 0 0 0 0 0 3 0 6 0 4:45 PM 0 0 0 0 0 0 0 3 0 0 0 4 0 5 24 5:15 PM 0 0 0 0 0 0 0 1 0 0 5 24 5:00 PM 0 0 0 0 0 0 0 2 0 0 0 3 0 4 20 5:30 PM 0 0 0 0 0 0 0 3 0 0 0 1 0000000 0 0 0 0 0 0 0 3 0 5 19 5:45 PM 0 0 0 0 0 0 0 2 0 0 3 17200010 0 25 0 41 0 Peak Hour 0 0 0 0 0 0 0 16 0 0Count Total 0 0 0 0 0 0 0 0 04:00 PM RT 24 0 Interval Start S Tillicum St Driveway Logan Ave S Logan Ave S 15-min Total Rolling One Hour 8 0 0 0 16 0000000 RTTHLT RTTHLTRT 1 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 10001004:15 PM 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 5:30 PM 0000000 0 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 000000000 Peak Hour 0 0Count Total 0 THLT 1000100 1 01000 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 0 2 3 1 3 5 5 21 12 Date: 04/01/2025 Peak Hour Count Period: 6:30 AM 8:30 AM SB 5.5%0.82 TOTAL 7.1%0.93 TH RT WB 7.1%0.88 NB 7.9%0.94 Peak Hour: 7:15 AM 8:15 AM HV %:PHF EB -- UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway S Tobin Rainier Ave S Rainier Ave S 15-min TotalUTLTTHRT 0 0 0 5 0 0 0 69 0 292 0 6:45 AM 0 0 0 0 2 0 0 219 1 06:30 AM 0 0 0 0 0 1 0 1 102 0 327 0 7:15 AM 0 0 0 0 3 0 0 217 2 0 323 0 7:00 AM 0 0 0 0 0 2 0 234 3 0 0 80 1 349 1,291 7:30 AM 0 0 0 0 0 0 0 236 6 0 2 98 0000700 0 0 0 7 0 0 0 104 0 357 1,356 7:45 AM 0 0 0 0 8 0 0 241 4 0 1 131 4 399 1,484 8:15 AM 0 0 0 1 6 0 1 247 9 0 379 1,412 8:00 AM 0 0 0 0 0 0 0 221 3 0 0 148 0 325 1,460216200991000600 Count Total 0 0 0 1 0 3 0 4 831 6 2,751 0 Peak Hour All 0 0 0 44 0 1 1,831 30 0 0 0 27 0 105 00200733 4 1,484 0 HV 0 0 0 0 0 0 1 945 22 0 3 4810000280 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 14%-0%6%0%7%--7%-0%8%HV%----- 0 0 6:45 AM 0 0 22 4 26 0 0 0 0 0 0 0 2 West North South 6:30 AM 0 0 14 4 18 0 EB WB NB SB Total East 7:15 AM 0 0 20 6 26 0 0 2 0 0 0 0 7:00 AM 0 0 16 9 25 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 14 9 23 0 0 0 0 0 0 0 1 3 0 0 7:30 AM 0 1 19 6 26 0 0 0 0 0 0 0 8:15 AM 0 0 20 8 28 0 0 4 1 0 0 0 8:00 AM 0 1 23 6 30 0 0 0 0 0 0 1 2 0 0 0 0000005 0 0 Peak Hour 0 2 76 27 105 0 0 0 0 0 0 12 9Count Total 0 2 148 52 202 0 0000570 0 0 0 0 0 0 000 0 0 0 0 0 7 5 N Rainier Ave S S Tobin S Tobin Ra i n i e r A v e S Driveway Ra i n i e r A v e S 1,484TEV: 0.93PHF: 4 48 1 3 48 8 97 3 0 28 0 0 28 250 22 94 5 1 96 8 48 1 0 0 0 0 0 5 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway S Tobin Rainier Ave S Rainier Ave S 15-min Total Rolling One HourEastboundWestbound 0 4 0 18 0 6:45 AM 0 0 0 0 0 0 0 14 0 0 TH RT 6:30 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT 26 0 7:00 AM 0 0 0 0 0 0 0 21 1 0 0 4 0000000 0 0 0 0 0 0 0 9 0 25 0 7:15 AM 0 0 0 0 0 0 0 15 1 0 0 6 0 26 103 7:45 AM 0 0 0 0 1 0 0 17 2 0 26 95 7:30 AM 0 0 0 0 0 0 0 20 0 0 0 6 0 23 100 8:00 AM 0 0 0 0 0 0 0 14 0 0 0 9 0000000 0 0 0 0 0 0 0 6 0 30 105 8:15 AM 0 0 0 0 1 0 0 22 1 0 28 1072000080 0 52 0 202 0 Peak Hour 0 0 0 0 2 0 0 143 5 0Count Total 0 0 0 0 0 0 0 0 06:30 AM RT 105 0 Interval Start Driveway S Tobin Rainier Ave S Rainier Ave S 15-min Total Rolling One Hour 73 3 0 0 27 0000200 RTTHLT RTTHLTRT 0 7:30 AM 0000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 8:00 AM 0000000 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 000000000 Peak Hour 0 0Count Total 0 THLT 0000000 0 00000 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 3 1 0 2 10 3 1 3 23 16 Date: 04/01/2025 Peak Hour Count Period: 1:00 PM 3:00 PM SB 3.0%0.95 TOTAL 2.3%0.95 TH RT WB 1.8%0.81 NB 1.9%0.91 Peak Hour: 1:45 PM 2:45 PM HV %:PHF EB 0.0%0.42 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway S Tobin Rainier Ave S Rainier Ave S 15-min TotalUTLTTHRT 0 1 0 6 0 3 1 157 4 415 0 1:15 PM 0 0 0 0 1 0 2 244 6 01:00 PM 0 0 0 0 0 0 0 1 206 5 516 0 1:45 PM 0 0 0 1 3 1 4 277 15 0 461 0 1:30 PM 1 1 0 1 0 1 0 262 7 1 1 173 7 538 1,930 2:00 PM 0 0 0 0 1 4 0 285 9 0 2 219 50301103 0 3 0 10 0 0 1 200 5 494 2,009 2:15 PM 0 0 0 1 12 0 2 263 6 0 0 202 8 540 2,133 2:45 PM 0 0 0 0 11 0 1 306 9 0 561 2,109 2:30 PM 1 1 0 1 0 0 0 320 13 0 0 208 6 474 2,069236501211100001001 Count Total 2 2 0 4 1 12 0 7 1,576 50 3,999 0 Peak Hour All 1 1 0 64 1 16 2,193 70 1 0 0 26 0 50 00100212 24 2,133 0 HV 0 0 0 0 0 0 6 1,174 37 0 3 82931100440 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 5%-0%3%0%2%0%-2%-0%2%HV%0%0%-0%0% 0 2 1:15 PM 0 0 9 8 17 0 0 0 0 0 0 1 0 West North South 1:00 PM 0 0 10 4 14 0 EB WB NB SB Total East 1:45 PM 0 0 3 7 10 0 0 0 0 0 0 0 1:30 PM 0 0 6 8 14 0 0 0 0 0 0 0 1 0 0 1 2:15 PM 0 0 7 6 13 0 0 0 0 0 0 4 5 1 0 0 2:00 PM 0 1 8 8 17 0 0 0 0 0 0 1 2:45 PM 0 0 7 10 17 0 0 0 1 0 0 0 2:30 PM 0 0 5 5 10 0 0 0 0 0 0 1 2 0 2 0 0000001 0 3 Peak Hour 0 1 23 26 50 0 0 0 0 0 0 8 12Count Total 0 1 55 56 112 0 1000690 0 0 0 0 0 0 000 0 0 0 0 1 9 6 N Rainier Ave S S Tobin S Tobin Ra i n i e r A v e S Driveway Ra i n i e r A v e S 2,133TEV: 0.95PHF: 24 82 9 3 85 6 1, 2 1 9 0 44 0 10 55 411 37 1, 1 7 4 6 1, 2 1 7 84 2 0 3 0 1 5 31 1 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway S Tobin Rainier Ave S Rainier Ave S 15-min Total Rolling One HourEastboundWestbound 0 4 0 14 0 1:15 PM 0 0 0 0 0 0 0 8 2 0 TH RT 1:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 17 0 1:30 PM 0 0 0 0 0 0 0 8 1 0 0 8 0000000 0 0 0 0 0 0 0 8 0 14 0 1:45 PM 0 0 0 0 0 0 0 5 1 0 0 8 0 17 58 2:15 PM 0 0 0 0 1 0 0 8 0 0 10 55 2:00 PM 0 0 0 0 0 0 0 2 1 0 0 7 0 13 54 2:30 PM 0 0 0 0 0 0 0 6 1 0 0 6 0000000 0 0 0 0 0 0 0 5 0 10 50 2:45 PM 0 0 0 0 0 0 0 5 0 0 17 577000100 0 56 0 112 0 Peak Hour 0 0 0 0 1 0 0 49 6 0Count Total 0 0 0 0 0 0 0 0 01:00 PM RT 50 0 Interval Start Driveway S Tobin Rainier Ave S Rainier Ave S 15-min Total Rolling One Hour 21 2 0 0 26 0000100 RTTHLT RTTHLTRT 0 2:00 PM 0000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 0 2:45 PM 0 0 0 0 0 2:30 PM 0000000 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 000000000 Peak Hour 0 0Count Total 0 THLT 0000000 0 00000 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 1 2 5 1 0 1 0 12 7 Date: 04/01/2025 Peak Hour Count Period: 4:00 PM 6:00 PM SB 2.1%0.88 TOTAL 1.4%0.93 TH RT WB 0.0%0.88 NB 0.9%0.94 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 0.0%0.50 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway S Tobin Rainier Ave S Rainier Ave S 15-min TotalUTLTTHRT 0 1 0 3 0 1 1 211 8 465 0 4:15 PM 0 2 0 3 5 0 0 233 6 04:00 PM 1 0 0 0 0 0 0 2 191 5 474 0 4:45 PM 0 1 0 2 5 0 1 257 11 0 505 0 4:30 PM 0 0 0 1 0 1 0 263 13 1 1 202 15 473 1,917 5:00 PM 0 0 0 0 0 0 0 271 13 0 2 171 8000500 0 0 0 6 0 1 0 221 6 534 1,986 5:15 PM 0 1 0 1 5 0 3 290 9 0 0 205 4 490 1,996 5:45 PM 0 0 0 0 5 0 1 262 12 0 499 1,980 5:30 PM 0 1 0 0 0 0 0 304 8 0 2 171 5 418 1,94123213011587000403 Count Total 1 5 0 7 0 2 0 9 1,530 58 3,858 0 Peak Hour All 0 3 0 38 0 10 2,112 85 1 0 0 17 0 27 0000091 23 1,996 0 HV 0 0 0 0 0 0 5 1,127 42 0 4 7683000210 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 2%-0%2%0%1%--0%-0%1%HV%-0%-0%- 0 0 4:15 PM 0 0 5 3 8 0 0 0 0 0 0 0 2 West North South 4:00 PM 0 0 6 10 16 0 EB WB NB SB Total East 4:45 PM 0 0 5 3 8 0 0 2 0 0 0 0 4:30 PM 0 0 1 8 9 0 0 0 0 0 0 0 1 0 0 0 5:15 PM 0 0 1 3 4 0 0 0 0 0 0 0 1 4 0 0 5:00 PM 0 0 2 7 9 0 0 0 0 0 0 1 5:45 PM 0 0 2 2 4 0 0 1 0 0 0 0 5:30 PM 0 0 2 4 6 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 Peak Hour 0 0 10 17 27 0 0 0 0 0 0 4 8Count Total 0 0 24 40 64 0 0000250 0 0 0 0 0 0 000 0 0 0 0 0 5 2 N Rainier Ave S S Tobin S Tobin Ra i n i e r A v e S Driveway Ra i n i e r A v e S 1,996TEV: 0.93PHF: 23 76 8 4 79 5 1, 1 5 1 0 21 0 0 21 460 42 1, 1 2 7 5 1, 1 7 4 77 1 0 3 0 3 6 28 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway S Tobin Rainier Ave S Rainier Ave S 15-min Total Rolling One HourEastboundWestbound 0 10 0 16 0 4:15 PM 0 0 0 0 0 0 0 6 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 8 0 4:30 PM 0 0 0 0 0 0 0 5 0 0 0 3 0000000 0 0 0 0 0 0 0 8 0 9 0 4:45 PM 0 0 0 0 0 0 0 0 1 0 0 7 0 9 34 5:15 PM 0 0 0 0 0 0 0 2 0 0 8 41 5:00 PM 0 0 0 0 0 0 0 4 1 0 0 3 0 4 30 5:30 PM 0 0 0 0 0 0 0 1 0 0 0 3 0000000 0 0 0 0 0 0 0 4 0 6 27 5:45 PM 0 0 0 0 0 0 0 2 0 0 4 23200020 0 40 0 64 0 Peak Hour 0 0 0 0 0 0 0 22 2 0Count Total 0 0 0 0 0 0 0 0 04:00 PM RT 27 0 Interval Start Driveway S Tobin Rainier Ave S Rainier Ave S 15-min Total Rolling One Hour 9 1 0 0 17 0000000 RTTHLT RTTHLTRT 0 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 5:30 PM 0000000 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 000000000 Peak Hour 0 0Count Total 0 THLT 0000000 0 00000 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 0 0 0 0 0 0 1 2 0 Date: 04/01/2025 Peak Hour Count Period: 6:30 AM 8:30 AM SB 0.0%0.75 TOTAL 4.1%0.77 TH RT WB 3.2%0.86 NB 3.6%0.72 Peak Hour: 7:00 AM 8:00 AM HV %:PHF EB 9.1%0.83 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min TotalUTLTTHRT 0 0 1 0 0 7 1 5 0 30 0 6:45 AM 0 0 2 2 1 0 4 7 3 06:30 AM 0 0 2 4 0 2 1 5 1 0 63 0 7:15 AM 0 1 5 4 1 0 6 27 6 0 31 0 7:00 AM 0 1 7 2 0 2 5 13 3 0 1 1 1 55 179 7:30 AM 0 0 3 3 0 0 6 20 7 0 0 1 4007204 0 3 5 0 0 5 0 3 1 42 191 7:45 AM 0 0 2 5 0 0 7 16 3 0 2 7 1 49 180 8:15 AM 0 1 5 7 1 0 8 9 2 0 34 194 8:00 AM 0 0 8 5 0 1 5 9 2 0 0 2 1 51 1761610235023006 Count Total 0 3 34 32 0 10 33 11 23 13 355 0 Peak Hour All 0 2 17 5 0 47 117 27 0 0 0 0 0 8 0000121 6 194 0 HV 0 0 1 2 0 1 22 72 18 0 5 714052330 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 6%-0%0%0%4%20%0%0%-5%3%HV%-0%6%14%- 0 1 6:45 AM 1 0 0 1 2 0 0 0 0 0 0 0 0 West North South 6:30 AM 0 0 0 0 0 0 EB WB NB SB Total East 7:15 AM 0 0 2 0 2 0 0 0 0 0 0 0 7:00 AM 1 1 1 0 3 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 2 0 1 0 3 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 1000000 0 2 Peak Hour 3 1 4 0 8 0 0 0 0 0 0 0 0Count Total 5 1 5 1 12 0 0000000 0 0 0 0 0 0 000 0 0 0 0 0 0 0 N Lake Ave S S Tobin St S Tobin St La k e A v e S S Tobin St La k e A v e S 194TEV: 0.77PHF: 6 7 5 18 77 0 3 23 5 31 400 187222 11 2 26 0 14 17 2 33 51 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One HourEastboundWestbound 0 0 0 0 0 6:45 AM 0 0 0 1 0 0 0 0 0 0 TH RT 6:30 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT 2 0 7:00 AM 0 0 1 0 0 1 0 0 0 0 1 0 0000000 0 0 0 0 0 0 0 0 0 3 0 7:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 3 10 7:45 AM 0 0 0 0 0 0 1 0 0 0 2 7 7:30 AM 0 0 0 2 0 0 0 1 1 0 0 0 0 0 8 8:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 2 7 8:15 AM 0 0 0 0 0 0 1 0 0 0 0 5000000 1 0 0 12 0 Peak Hour 0 0 1 2 0 0 2 2 1 0Count Total 0 0 1 4 0 1 0 0 06:30 AM RT 8 0 Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One Hour 2 1 0 0 0 0010001 RTTHLT RTTHLTRT 0 7:30 AM 0000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 8:00 AM 0000000 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 000000000 Peak Hour 0 0Count Total 0 THLT 0000000 0 00000 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 5 5 2 3 7 2 3 1 28 14 Date: 04/01/2025 Peak Hour Count Period: 1:00 PM 3:00 PM SB 1.1%0.78 TOTAL 2.0%0.95 TH RT WB 1.9%0.80 NB 0.0%0.74 Peak Hour: 1:30 PM 2:30 PM HV %:PHF EB 5.4%0.93 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min TotalUTLTTHRT 0 6 3 0 0 5 0 6 2 57 0 1:15 PM 0 1 5 7 1 0 5 13 5 01:00 PM 0 0 7 9 0 7 2 0 26 4 94 0 1:45 PM 0 3 15 6 2 0 5 10 7 0 63 0 1:30 PM 2 2 14 7 0 9 6 13 8 0 0 11 4 107 321 2:00 PM 0 3 10 7 0 15 12 14 6 0 6 18 60197106 0 18 12 3 0 5 4 9 7 107 371 2:15 PM 0 2 14 8 2 0 2 25 11 0 3 12 3 75 386 2:45 PM 0 1 6 8 0 0 4 6 11 0 97 405 2:30 PM 0 1 4 9 0 16 6 15 7 0 1 10 2 75 35412501207094101 Count Total 2 13 75 61 0 99 52 15 112 35 675 0 Peak Hour All 2 10 53 10 0 33 108 60 0 0 0 0 1 8 0100000 19 405 0 HV 0 1 4 0 0 1 18 64 31 0 11 63280613780 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%5%2%2%3%0%-0%0%HV%0%10%8%0%- 1 4 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 West North South 1:00 PM 1 0 0 1 2 0 EB WB NB SB Total East 1:45 PM 1 0 0 0 1 0 0 0 0 0 2 3 1:30 PM 3 1 0 0 4 0 0 0 0 0 0 0 1 1 2 2 2:15 PM 1 0 0 1 2 0 0 0 0 0 0 0 3 1 0 2 2:00 PM 0 1 0 0 1 0 0 0 1 0 1 0 2:45 PM 0 0 1 0 1 0 0 1 0 0 2 2 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0000000 5 17 Peak Hour 5 2 0 1 8 0 0 0 1 0 1 1 5Count Total 6 2 1 2 11 0 8101042 0 0 0 0 0 0 001 0 0 0 2 8 4 0 N Lake Ave S S Tobin St S Tobin St La k e A v e S S Tobin St La k e A v e S 405TEV: 0.95PHF: 19 63 11 93 82 0 8 37 61 106 950 316418 11 3 15 2 0 28 53 10 93 76 2 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One HourEastboundWestbound 0 1 0 2 0 1:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 1:00 PM 0 0 1 0 0 0 0 UT LT TH RT UT LT 0 0 1:30 PM 0 1 2 0 0 1 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 4 0 1:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 6 2:15 PM 0 0 1 0 0 0 0 0 0 0 1 7 2:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 2 8 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1000000 0 0 0 0 0 0 0 0 0 0 4 2:45 PM 0 0 0 0 0 0 0 0 0 0 1 4100000 0 1 1 11 0 Peak Hour 0 1 4 0 0 0 0 1 0 0Count Total 0 1 5 0 0 1 1 0 01:00 PM RT 8 0 Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One Hour 0 0 0 0 0 1011000 RTTHLT RTTHLTRT 1 2:00 PM 1010 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 1 2:45 PM 0 0 0 0 1 2:30 PM 0000000 0 1 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 000000000 Peak Hour 0 0Count Total 0 THLT 1000010 1 00100 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 1 2 2 2 0 0 0 7 7 Date: 04/01/2025 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.0%0.54 TOTAL 2.5%0.75 TH RT WB 0.0%0.70 NB 2.7%0.76 Peak Hour: 4:15 PM 5:15 PM HV %:PHF EB 4.2%0.82 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min TotalUTLTTHRT 0 6 5 0 0 2 0 7 3 45 0 4:15 PM 0 0 11 9 0 0 6 4 0 04:00 PM 0 1 6 7 0 5 6 0 5 1 43 0 4:45 PM 0 3 8 4 0 0 2 9 3 0 67 0 4:30 PM 1 0 8 6 0 1 7 17 5 0 3 9 0 38 193 5:00 PM 0 1 12 9 0 2 4 5 6 0 0 2 1015003 0 5 4 0 0 4 0 1 4 54 202 5:15 PM 0 1 10 10 0 0 4 12 5 0 1 5 0 42 192 5:45 PM 0 1 10 4 0 0 5 7 2 0 58 193 5:30 PM 0 1 6 8 0 4 3 11 10 0 0 1 2 45 199940144030203 Count Total 1 8 71 57 0 27 34 5 34 15 392 0 Peak Hour All 1 4 39 2 0 29 74 35 0 0 0 0 0 5 0000200 6 202 0 HV 0 1 2 0 0 0 11 43 19 0 3 17280102100 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%0%2%0%0%--18%0%HV%0%25%5%0%- 0 0 4:15 PM 1 0 0 0 1 0 0 0 1 1 2 0 0 West North South 4:00 PM 0 0 0 0 0 0 EB WB NB SB Total East 4:45 PM 2 0 1 0 3 0 1 0 1 1 0 0 4:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0 5:00 PM 0 0 1 0 1 0 4 2 1 0 7 0 5:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0001010 2 1 Peak Hour 3 0 2 0 5 4 3 4 3 1 12 0 4Count Total 3 0 2 0 5 4 1108042 4 0 0 0 0 0 001 0 2 1 2 1 4 0 N Lake Ave S S Tobin St S Tobin St La k e A v e S S Tobin St La k e A v e S 202TEV: 0.75PHF: 6 17 3 26 47 0 0 21 10 31 610 194311 7355 0 28 39 4 72 39 1 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One HourEastboundWestbound 0 0 0 0 0 4:15 PM 0 0 1 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 1 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 1 0 0 0 0 0 4:45 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 1 5 5:15 PM 0 0 0 0 0 0 1 0 0 0 3 4 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 0 4 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 1000000 0 0 0 5 0 Peak Hour 0 1 2 0 0 0 2 0 0 0Count Total 0 1 2 0 0 0 0 2 04:00 PM RT 5 0 Interval Start S Tobin St S Tobin St Lake Ave S Lake Ave S 15-min Total Rolling One Hour 0 0 0 0 0 0000002 RTTHLT RTTHLTRT 10 5:00 PM 7010 1 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 2 0 1 8 5:45 PM 0 0 0 0 8 5:30 PM 0000000 0 8 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 211000000 Peak Hour 0 0Count Total 0 THLT 8000010 12 01111 0 0 0 0 0000 0 4 0 00 0 THLT 10001000 0 00 0 0 0 0 0 0 0 0 1 400 1 2 0 400 1 2 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 3 2 2 1 0 1 2 0 11 5 Date: 04/01/2025 Peak Hour Count Period: 6:30 AM 8:30 AM SB 2.3%0.57 TOTAL 8.2%0.61 TH RT WB 2.2%0.77 NB 22.5%0.59 Peak Hour: 6:45 AM 7:45 AM HV %:PHF EB 7.3%0.54 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min TotalUTLTTHRT 0 4 0 5 0 0 3 2 0 18 0 6:45 AM 0 1 3 1 1 0 0 2 2 06:30 AM 0 1 3 2 0 2 0 2 15 2 70 0 7:15 AM 0 4 6 2 3 0 0 9 8 0 30 0 7:00 AM 0 4 10 5 0 6 6 4 2 0 2 7 1 50 168 7:30 AM 0 3 2 0 0 0 3 9 4 0 5 4 1025800 0 1 7 7 0 0 2 0 2 20 170 7:45 AM 0 0 4 0 4 0 0 0 4 0 1 3 3 30 126 8:15 AM 0 1 5 2 6 0 0 1 0 0 26 166 8:00 AM 0 3 6 0 0 1 6 2 1 0 3 0 1 31 107020412026600 Count Total 0 17 39 12 0 18 33 22 32 12 275 0 Peak Hour All 0 12 21 40 0 0 27 23 0 0 1 0 0 14 0100054 6 170 0 HV 0 1 2 0 0 0 0 22 18 0 11 26801214200 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 22%-9%0%0%8%0%7%0%--23%HV%-8%10%0%- 1 1 6:45 AM 1 0 2 0 3 0 0 0 0 0 0 0 1 West North South 6:30 AM 0 0 0 0 0 0 EB WB NB SB Total East 7:15 AM 1 0 0 0 1 0 0 1 0 0 1 0 7:00 AM 1 1 7 0 9 0 0 0 0 0 0 0 2 0 0 0 7:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 0 0 0 1 1 0 0 0 0 1 1 0 8:15 AM 0 1 0 1 2 0 0 0 0 0 2 1 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000 1 6 Peak Hour 3 1 9 1 14 0 0 0 0 1 1 1 3Count Total 3 3 9 2 17 0 2011120 0 0 0 0 0 1 000 0 0 0 0 2 2 1 N Shattuck Ave S S Tobin St S Tobin St RH S D w y S Tobin St Sh a t t u c k A v e S 170TEV: 0.61PHF: 6 26 11 43 54 0 20 14 12 46 500 18220 4046 0 8 21 12 41 20 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound 0 0 0 0 0 6:45 AM 0 0 1 0 0 0 0 0 0 0 TH RT 6:30 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT 3 0 7:00 AM 0 0 1 0 0 0 1 1 1 0 0 0 0000000 0 0 0 0 0 0 0 0 0 9 0 7:15 AM 0 1 0 0 0 0 0 4 3 0 1 0 0 1 14 7:45 AM 0 0 0 0 0 0 0 0 0 0 1 13 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 12 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000100 0 0 0 1 0 0 0 0 0 0 3 8:15 AM 0 0 0 0 0 0 0 0 0 0 2 4000100 2 0 0 17 0 Peak Hour 0 1 2 0 2 0 0 5 4 0Count Total 0 1 2 0 0 0 1 0 06:30 AM RT 14 0 Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min Total Rolling One Hour 5 4 0 1 0 0001000 RTTHLT RTTHLTRT 1 7:30 AM 1000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 1 8:15 AM 0 0 0 0 1 8:00 AM 0000000 0 1 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 000000000 Peak Hour 1 0Count Total 0 THLT 1010000 1 00000 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 4 2 4 0 2 1 9 2 24 12 Date: 04/01/2025 Peak Hour Count Period: 1:00 PM 3:00 PM SB 1.7%0.89 TOTAL 5.8%0.75 TH RT WB 8.0%0.89 NB 13.5%0.51 Peak Hour: 1:45 PM 2:45 PM HV %:PHF EB 4.0%0.79 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min TotalUTLTTHRT 0 0 6 8 0 0 2 0 4 28 0 1:15 PM 0 10 7 0 1 0 2 0 1 01:00 PM 0 4 6 1 0 0 7 1 1 12 45 0 1:45 PM 0 7 18 4 4 0 0 0 1 0 38 0 1:30 PM 0 5 11 1 0 2 7 1 0 0 1 0 5 85 196 2:00 PM 0 14 15 3 0 0 9 8 3 0 7 3 22046300 0 1 9 3 0 1 7 5 22 116 284 2:15 PM 0 6 15 2 5 0 0 21 15 0 8 3 18 68 346 2:45 PM 0 2 12 1 7 0 1 3 8 0 77 323 2:30 PM 0 9 6 2 0 0 3 6 8 0 4 2 20 43 3040805110002200 Count Total 0 57 90 14 0 7 49 35 15 113 500 0 Peak Hour All 0 36 54 33 0 4 39 44 0 0 2 0 0 20 0130064 82 346 0 HV 0 2 2 0 0 0 2 38 34 0 26 13110527180 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 12%-8%0%0%6%0%4%17%-0%16%HV%-6%4%0%- 0 3 1:15 PM 0 0 0 1 1 0 0 0 0 0 0 1 0 West North South 1:00 PM 1 0 0 0 1 0 EB WB NB SB Total East 1:45 PM 2 1 1 2 6 0 0 0 1 1 2 0 1:30 PM 0 1 0 1 2 0 0 0 0 0 0 0 1 1 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2:00 PM 1 2 9 0 12 0 0 0 0 0 0 0 2:45 PM 0 0 0 1 1 0 0 0 3 1 5 1 2:30 PM 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 2 0000000 5 11 Peak Hour 4 4 10 2 20 0 0 0 0 0 0 2 6Count Total 5 5 10 5 25 0 6000141 0 0 0 0 0 0 000 0 0 0 1 6 4 1 N Shattuck Ave S S Tobin St S Tobin St RH S D w y S Tobin St Sh a t t u c k A v e S 346TEV: 0.75PHF: 82 13 26 12 1 92 0 18 27 5 50 1140 34382 7429 0 11 54 36 101 111 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound 0 0 0 1 0 1:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 1:00 PM 0 1 0 0 0 0 0 UT LT TH RT UT LT 1 0 1:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0000000 0 0 0 1 0 0 0 0 1 2 0 1:45 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 12 21 2:15 PM 0 0 0 0 1 0 0 5 4 0 6 10 2:00 PM 0 0 1 0 0 0 1 1 0 0 2 0 0 0 20 2:30 PM 0 1 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 2 20 2:45 PM 0 0 0 0 1 0 0 0 0 0 1 15000100 4 0 1 25 0 Peak Hour 0 2 2 0 4 0 0 6 4 0Count Total 0 3 2 0 0 0 1 0 01:00 PM RT 20 0 Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min Total Rolling One Hour 6 4 0 2 0 0001300 RTTHLT RTTHLTRT 0 2:00 PM 0000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 0 2:45 PM 0 0 0 0 0 2:30 PM 0000000 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 000000000 Peak Hour 0 0Count Total 0 THLT 0000000 0 00000 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 2 1 3 0 1 0 4 12 6 Date: 04/01/2025 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.0%0.67 TOTAL 2.5%0.83 TH RT WB 5.0%0.83 NB 0.0%0.75 Peak Hour: 4:15 PM 5:15 PM HV %:PHF EB 3.1%0.81 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min TotalUTLTTHRT 0 0 3 8 0 0 5 2 5 31 0 4:15 PM 0 6 12 2 2 0 0 4 1 04:00 PM 0 3 2 1 0 1 5 5 0 1 30 0 4:45 PM 0 5 12 0 2 0 0 2 3 0 48 0 4:30 PM 1 6 5 0 0 0 5 0 2 0 7 1 7 42 151 5:00 PM 0 2 13 1 0 0 3 1 2 0 6 1 2007501 0 2 5 2 0 0 7 0 3 40 160 5:15 PM 0 9 9 0 7 0 0 3 1 0 8 0 3 30 148 5:45 PM 0 2 15 2 3 0 0 0 0 0 36 148 5:30 PM 0 1 7 2 0 1 5 0 0 0 5 0 4 41 1472001004031101 Count Total 1 34 75 8 0 7 34 53 4 29 298 0 Peak Hour All 1 19 42 30 0 2 12 9 0 0 0 0 0 4 0020000 13 160 0 HV 0 1 1 0 0 0 1 6 8 0 25 230018220 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%0%3%-0%9%-0%0%HV%0%5%2%0%- 0 0 4:15 PM 1 1 0 0 2 0 0 0 0 0 0 0 1 West North South 4:00 PM 0 0 0 0 0 0 EB WB NB SB Total East 4:45 PM 1 1 0 0 2 2 2 0 1 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 5:15 PM 0 0 0 1 1 0 0 0 0 1 1 0 0 2 0 1 5:00 PM 0 0 0 0 0 0 0 2 0 1 3 0 5:45 PM 0 0 0 0 0 0 2 0 0 0 0 1 5:30 PM 0 0 0 0 0 0 1 1 1 0 1 0 0 0 0 0 4000000 0 6 Peak Hour 2 2 0 0 4 0 2 3 2 4 9 1 5Count Total 2 2 0 1 5 0 1046140 0 0 0 1 3 0 000 0 2 0 0 1 4 1 N Shattuck Ave S S Tobin St S Tobin St RH S D w y S Tobin St Sh a t t u c k A v e S 160TEV: 0.83PHF: 13 2 25 40 47 0 22 18 0 40 750 861 155 0 3 42 19 65 33 1 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min Total Rolling One HourEastboundWestbound 0 0 0 0 0 4:15 PM 0 0 1 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 2 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000100 0 0 0 1 0 0 0 0 0 0 0 4:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 5:15 PM 0 0 0 0 0 0 0 0 0 0 2 4 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 5:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0000000 0 0 0 0 0 0 0 0 0 0 3 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 1000000 1 0 0 5 0 Peak Hour 0 1 1 0 2 0 0 0 0 0Count Total 0 1 1 0 0 0 0 0 04:00 PM RT 4 0 Interval Start S Tobin St S Tobin St RHS Dwy Shattuck Ave S 15-min Total Rolling One Hour 0 0 0 0 0 0000200 RTTHLT RTTHLTRT 5 5:00 PM 3000 2 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 2 0 2 7 5:45 PM 0 1 0 0 7 5:30 PM 1000001 1 6 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 400000000 Peak Hour 0 3Count Total 0 THLT 6003100 9 01020 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 2 0 000 0 2 1 0 0 1 0 0 0 1 1 0 1 0 0 1 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 2 3 6 1 0 0 1 13 10 Date: 04/01/2025 Peak Hour Count Period: 6:30 AM 8:30 AM SB 8.0%0.66 TOTAL 9.8%0.86 TH RT WB 10.0%0.71 NB 10.9%0.85 Peak Hour: 7:00 AM 8:00 AM HV %:PHF EB 8.3%0.71 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT 0 0 1 2 0 4 1 20 1 72 0 6:45 AM 0 1 0 8 2 0 3 39 0 06:30 AM 0 1 1 4 0 0 0 2 56 8 146 0 7:15 AM 0 7 0 8 4 0 7 51 0 0 105 0 7:00 AM 0 8 0 9 0 0 1 49 0 0 0 36 4 173 496 7:30 AM 0 4 0 4 0 0 0 92 1 0 1 45 20025010 0 0 0 5 0 12 0 28 2 144 568 7:45 AM 0 3 1 4 3 0 5 97 1 0 2 27 5 132 578 8:15 AM 0 2 0 8 5 0 9 76 0 0 129 592 8:00 AM 0 2 0 4 0 2 0 74 0 0 2 26 2 141 54684101294000606 Count Total 0 28 2 49 0 2 4 9 267 28 1,042 0 Peak Hour All 0 22 1 32 0 56 562 3 0 0 0 14 0 58 00200380 14 592 0 HV 0 2 0 2 0 0 34 314 2 0 5 15525003170 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%9%0%10%-0%12%-0%12%HV%-9%0%8%- 0 0 6:45 AM 2 0 10 9 21 0 0 0 0 0 0 0 0 West North South 6:30 AM 0 0 2 3 5 0 EB WB NB SB Total East 7:15 AM 0 2 14 2 18 0 0 0 2 0 1 1 7:00 AM 3 0 11 5 19 0 0 0 0 0 0 0 1 0 0 1 7:45 AM 0 0 6 6 12 1 0 0 0 0 0 0 0 3 1 1 7:30 AM 1 0 7 1 9 0 0 0 0 0 0 1 8:15 AM 0 0 8 2 10 0 0 0 0 0 0 0 8:00 AM 0 1 8 2 11 0 0 0 0 0 1 0 0 0 1 0 0000000 1 4 Peak Hour 4 2 38 14 58 1 0 0 0 0 1 1 7Count Total 6 3 66 30 105 1 3001151 1 0 0 0 0 0 000 0 0 0 1 3 5 1 N Logan Ave S S Tobin St S Tobin St Lo g a n A v e S S Tobin St Lo g a n A v e S 592TEV: 0.86PHF: 14 15 5 5 17 4 35 3 0 17 3 0 20 80 2 31 434 35 0 18 0 0 25 1 22 48 51 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound 0 3 0 5 0 6:45 AM 0 1 0 1 0 0 0 2 0 0 TH RT 6:30 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT 21 0 7:00 AM 0 1 0 2 0 0 0 10 0 0 0 9 0000000 0 0 0 2 0 0 0 5 0 19 0 7:15 AM 0 0 0 0 0 0 0 11 0 0 0 1 0 9 67 7:45 AM 0 0 0 0 0 0 0 7 0 0 18 63 7:30 AM 0 1 0 0 0 0 0 14 0 0 0 2 0 12 58 8:00 AM 0 0 0 0 0 1 0 6 0 0 0 6 0000000 0 0 0 0 0 0 0 2 0 11 50 8:15 AM 0 0 0 0 0 0 0 8 0 0 10 42710020 0 30 0 105 0 Peak Hour 0 2 0 2 2 0 0 65 1 0Count Total 0 3 0 3 0 1 0 0 06:30 AM RT 58 0 Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 38 0 0 0 14 0000200 RTTHLT RTTHLTRT 0 7:30 AM 0000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 1 8:15 AM 0 0 0 0 1 8:00 AM 1000000 0 0 7:45 AM 0 0 0 0 0 1 0 0 0 0 0 0 100000000 Peak Hour 0 0Count Total 0 THLT 1000000 1 00000 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 100 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 3 33 0 2 27 10 28 14 117 67 Date: 04/01/2025 Peak Hour Count Period: 1:00 PM 3:00 PM SB 7.2%0.82 TOTAL 6.3%0.96 TH RT WB 2.3%0.98 NB 6.3%0.78 Peak Hour: 1:45 PM 2:45 PM HV %:PHF EB 4.8%0.80 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT 0 2 1 9 0 8 3 37 0 118 0 1:15 PM 0 4 2 2 2 0 6 60 0 01:00 PM 0 4 2 3 0 1 0 1 89 5 183 0 1:45 PM 0 7 2 19 8 0 8 60 2 0 145 0 1:30 PM 0 4 1 4 0 1 0 70 0 0 4 41 2 212 658 2:00 PM 0 13 0 26 0 1 1 56 1 0 3 105 7011802 0 1 2 8 0 9 3 85 7 215 755 2:15 PM 0 18 0 15 9 0 9 61 0 0 2 84 2 216 832 2:45 PM 0 8 2 16 11 0 7 84 1 0 189 799 2:30 PM 0 12 0 13 0 0 0 57 1 0 2 70 6 157 777331017910001402 Count Total 0 70 9 98 0 7 5 19 590 30 1,435 0 Peak Hour All 0 50 2 69 0 51 481 6 0 0 0 27 0 52 00104140 22 832 0 HV 0 1 0 5 0 0 27 258 3 0 10 34473034360 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%8%0%6%0%0%3%-15%5%HV%-2%0%7%- 0 2 1:15 PM 0 0 4 3 7 0 0 0 1 0 1 1 0 West North South 1:00 PM 0 0 2 1 3 0 EB WB NB SB Total East 1:45 PM 1 0 4 13 18 0 0 0 0 0 0 32 1:30 PM 0 0 1 7 8 0 0 0 0 0 0 0 0 1 0 11 2:15 PM 0 1 3 4 8 0 0 0 0 0 0 9 7 0 0 1 2:00 PM 5 0 8 7 20 0 0 0 0 0 0 1 2:45 PM 1 0 5 5 11 0 0 14 2 1 11 5 2:30 PM 0 0 3 3 6 0 0 0 0 0 0 5 0 0 4 1 3001016 3 65 Peak Hour 6 1 18 27 52 0 0 0 2 0 2 36 13Count Total 7 1 30 43 81 0 280002991 0 0 0 0 0 0 000 0 0 0 1 28 9 29 N Logan Ave S S Tobin St S Tobin St Lo g a n A v e S S Tobin St Lo g a n A v e S 832TEV: 0.96PHF: 22 34 4 10 37 6 34 4 0 36 4 3 43 150 3 25 827 28 8 42 0 0 73 2 50 125 53 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound 0 1 0 3 0 1:15 PM 0 0 0 0 0 0 1 1 0 0 TH RT 1:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 7 0 1:30 PM 0 0 0 0 0 0 0 4 0 0 0 2 1000000 0 0 0 0 0 0 0 7 0 8 0 1:45 PM 0 0 0 1 0 0 0 1 0 0 0 7 0 20 53 2:15 PM 0 0 0 0 0 0 3 5 0 0 18 36 2:00 PM 0 1 0 4 0 0 0 4 0 0 0 13 0 8 54 2:30 PM 0 0 0 0 0 0 0 2 0 0 0 4 0000101 0 0 0 0 0 0 0 3 0 6 52 2:45 PM 0 0 0 1 0 0 0 3 0 0 11 45500050 0 42 1 81 0 Peak Hour 0 1 0 5 1 0 5 25 0 0Count Total 0 1 0 6 0 0 0 1 01:00 PM RT 52 0 Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 14 0 0 0 27 0000104 RTTHLT RTTHLTRT 1 2:00 PM 0000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 0 2:45 PM 0 0 0 0 0 2:30 PM 0000000 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 110010000 Peak Hour 0 0Count Total 0 THLT 0000000 2 00020 0 0 0 0 0000 0 0 0 00 0 THLT 00001000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 3 4 5 5 0 5 1 1 24 14 Date: 04/01/2025 Peak Hour Count Period: 4:00 PM 6:00 PM SB 5.7%0.90 TOTAL 4.3%0.94 TH RT WB 0.0%0.75 NB 4.2%0.85 Peak Hour: 4:15 PM 5:15 PM HV %:PHF EB 1.4%0.80 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT 0 0 0 7 0 12 1 63 4 128 0 4:15 PM 0 6 0 17 7 0 3 40 0 04:00 PM 0 4 0 6 0 0 0 1 56 1 142 0 4:45 PM 0 3 1 14 8 0 5 56 1 0 153 0 4:30 PM 0 4 0 10 0 0 0 34 4 0 11 60 2 146 569 5:00 PM 0 2 0 17 0 0 0 40 1 1 4 59 7020707 0 0 0 6 0 4 1 56 2 134 575 5:15 PM 0 3 0 8 3 0 8 44 0 1 1 41 1 104 490 5:45 PM 0 5 2 13 4 0 7 37 0 0 106 528 5:30 PM 0 2 0 9 0 1 1 37 1 0 1 40 6 122 46633103532012304 Count Total 0 29 3 94 0 4 3 23 428 25 1,035 0 Peak Hour All 0 15 1 45 0 50 321 8 2 0 0 13 2 25 0000090 12 575 0 HV 0 0 0 1 0 0 32 174 6 2 17 23158020250 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%0%0%6%17%4%0%-0%-0%5%HV%-0%0%2%- 0 2 4:15 PM 1 0 3 5 9 0 0 0 0 0 0 1 0 West North South 4:00 PM 0 0 0 5 5 0 EB WB NB SB Total East 4:45 PM 0 0 2 4 6 0 0 2 0 1 2 0 4:30 PM 0 0 3 3 6 0 0 0 0 0 0 3 1 0 0 0 5:15 PM 1 0 3 1 5 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 1 3 4 0 0 2 1 0 3 5 5:45 PM 0 0 2 1 3 0 1 0 0 1 0 1 5:30 PM 0 0 2 3 5 0 0 1 0 0 0 2 2 0 0 0 1100010 2 6 Peak Hour 1 0 9 15 25 0 2 2 2 0 5 13 3Count Total 2 0 16 25 43 1 21031011 0 0 0 0 0 0 100 0 2 0 1 2 1 10 N Logan Ave S S Tobin St S Tobin St Lo g a n A v e S S Tobin St Lo g a n A v e S 575TEV: 0.94PHF: 12 23 1 17 26 2 21 6 2 25 0 2 27 240 6 17 432 21 2 29 1 0 58 1 15 74 44 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound 1 4 0 5 0 4:15 PM 0 0 0 1 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 9 0 4:30 PM 0 0 0 0 0 0 0 3 0 0 0 4 1000000 0 0 0 0 0 0 0 3 0 6 0 4:45 PM 0 0 0 0 0 0 0 3 0 0 0 3 0 4 25 5:15 PM 0 0 0 1 0 0 0 1 0 0 6 26 5:00 PM 0 0 0 0 0 0 0 2 0 0 0 3 1 5 21 5:30 PM 0 0 0 0 0 0 0 3 0 0 0 1 0000000 0 0 0 0 0 0 0 3 0 5 20 5:45 PM 0 0 0 0 0 0 0 2 0 0 3 17200010 1 22 2 43 0 Peak Hour 0 0 0 1 0 0 0 16 0 0Count Total 0 0 0 2 0 0 0 0 04:00 PM RT 25 0 Interval Start S Tobin St S Tobin St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 9 0 0 0 13 2000000 RTTHLT RTTHLTRT 3 5:00 PM 3100 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 2 0 1 4 5:45 PM 1 0 0 0 3 5:30 PM 0000000 0 3 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 210000100 Peak Hour 0 0Count Total 0 THLT 3100000 5 00101 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 2 0 010 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 17 1 1 3 3 0 2 1 28 8 Date: 04/01/2025 Peak Hour Count Period: 6:30 AM 8:30 AM SB 5.9%0.87 TOTAL 8.9%0.96 TH RT WB 12.4%0.74 NB 9.2%0.98 Peak Hour: 7:15 AM 8:15 AM HV %:PHF EB -- UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min TotalUTLTTHRT 0 55 0 39 0 0 0 91 0 394 0 6:45 AM 0 0 0 0 26 0 0 225 0 06:30 AM 0 0 0 0 0 52 0 0 126 0 438 0 7:15 AM 0 0 0 0 46 0 0 174 0 0 387 0 7:00 AM 0 0 0 0 0 92 0 195 0 0 0 98 0 468 1,687 7:30 AM 0 0 0 0 0 48 0 187 0 0 0 128 008706600 0 70 0 36 0 0 0 137 0 431 1,724 7:45 AM 0 0 0 0 48 0 0 198 0 0 0 155 0 453 1,827 8:15 AM 0 0 0 0 49 0 0 201 0 0 475 1,812 8:00 AM 0 0 0 0 0 48 0 199 0 0 0 170 0 416 1,775166000132006525001 Count Total 0 0 0 0 0 517 2 0 1,037 0 3,462 0 Peak Hour All 0 0 0 360 0 1 1,545 0 0 0 0 35 0 163 002200720 0 1,827 0 HV 0 0 0 0 0 34 0 785 0 0 0 5900025301990 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---6%-9%13%-11%--9%HV%----- 5 7 6:45 AM 0 12 20 6 38 0 0 0 0 0 0 0 5 West North South 6:30 AM 0 11 12 5 28 0 EB WB NB SB Total East 7:15 AM 0 14 17 9 40 0 0 0 1 0 0 0 7:00 AM 0 13 12 10 35 0 0 0 0 0 0 0 1 0 3 0 7:45 AM 0 15 17 11 43 0 0 0 0 2 2 0 0 1 1 1 7:30 AM 0 14 15 9 38 0 0 0 0 0 0 0 8:15 AM 0 15 17 8 40 0 0 0 0 2 0 0 8:00 AM 0 13 23 6 42 0 0 0 0 0 0 0 0 0 0 0 1001010 11 9 Peak Hour 0 56 72 35 163 0 0 0 1 2 3 0 8Count Total 0 107 133 64 304 0 1022016 0 0 0 0 2 0 000 0 0 0 6 1 1 0 N Rainier Ave S S 2nd St S 2nd St Ra i n i e r A v e S Driveway Ra i n i e r A v e S 1,827TEV: 0.96PHF: 0 59 0 0 59 0 98 4 0 199 0 253 452 00 0 78 5 0 78 5 84 3 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One HourEastboundWestbound 0 5 0 28 0 6:45 AM 0 0 0 0 4 0 0 12 0 0 TH RT 6:30 AM 0 0 0 0 0 7 0 UT LT TH RT UT LT 38 0 7:00 AM 0 0 0 0 0 11 0 20 0 0 0 6 0060600 0 7 0 7 0 0 0 10 0 35 0 7:15 AM 0 0 0 0 2 0 0 12 0 0 0 9 0 38 151 7:45 AM 0 0 0 0 7 0 0 15 0 0 40 141 7:30 AM 0 0 0 0 0 7 0 17 0 0 0 9 0 43 156 8:00 AM 0 0 0 0 0 7 0 17 0 0 0 11 00130200 0 8 0 7 0 1 0 6 0 42 163 8:15 AM 0 0 0 0 6 0 0 23 0 0 40 1631600080 0 64 0 304 0 Peak Hour 0 0 0 0 41 0 1 132 0 0Count Total 0 0 0 0 0 66 0 0 06:30 AM RT 163 0 Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One Hour 72 0 0 0 35 003402200 RTTHLT RTTHLTRT 0 7:30 AM 0000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 2 8:15 AM 0 0 0 0 2 8:00 AM 0000000 2 2 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 310010000 Peak Hour 0 2Count Total 0 THLT 2002000 3 00010 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 3 2 4 0 0 3 1 13 7 Date: 04/01/2025 Peak Hour Count Period: 1:00 PM 3:00 PM SB 3.3%0.97 TOTAL 3.3%0.93 TH RT WB 6.5%0.88 NB 0.8%0.91 Peak Hour: 1:45 PM 2:45 PM HV %:PHF EB 0.0%0.42 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min TotalUTLTTHRT 0 83 0 40 0 1 0 174 0 518 0 1:15 PM 0 0 0 0 43 1 1 214 0 01:00 PM 0 0 0 0 0 85 0 0 223 0 645 0 1:45 PM 0 0 0 0 47 1 1 254 0 0 554 0 1:30 PM 0 0 0 1 0 118 0 232 0 0 0 198 0 670 2,387 2:00 PM 0 0 0 0 0 109 0 248 0 0 0 244 0013404400 0 133 0 76 0 0 0 229 1 621 2,490 2:15 PM 0 2 0 1 66 0 0 216 0 0 0 240 0 667 2,673 2:45 PM 0 0 0 0 62 0 0 254 0 0 715 2,651 2:30 PM 0 0 0 2 0 108 1 274 0 0 0 227 2 600 2,6032000002450010614800 Count Total 0 2 0 4 0 876 2 0 1,780 3 4,990 0 Peak Hour All 0 2 0 426 2 3 1,892 0 0 0 0 31 0 87 00170080 3 2,673 0 HV 0 0 0 0 0 31 0 992 0 0 0 9403048412480 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---3%0%3%6%0%7%--1%HV%-0%-0%- 0 0 1:15 PM 0 10 5 8 23 0 0 0 0 0 0 0 0 West North South 1:00 PM 0 11 11 6 28 0 EB WB NB SB Total East 1:45 PM 0 10 3 9 22 0 0 0 0 1 1 0 1:30 PM 0 13 8 8 29 0 0 0 0 0 0 0 2 1 0 0 2:15 PM 0 19 2 9 30 0 0 0 0 0 0 0 0 4 0 0 2:00 PM 0 11 2 7 20 0 0 0 0 0 0 0 2:45 PM 0 14 2 12 28 0 0 0 1 2 0 0 2:30 PM 0 8 1 6 15 0 0 0 0 0 0 0 0 0 1 0 0000000 4 1 Peak Hour 0 48 8 31 87 0 0 0 0 0 0 0 8Count Total 0 96 34 65 195 0 0000052 0 0 0 0 0 0 000 0 0 0 2 0 5 0 N Rainier Ave S S 2nd St S 2nd St Ra i n i e r A v e S Driveway Ra i n i e r A v e S 2,673TEV: 0.93PHF: 3 94 0 0 94 3 1, 2 4 2 0 248 1 484 733 00 0 99 2 0 99 2 1, 4 2 7 0 3 0 2 5 4 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One HourEastboundWestbound 0 6 0 28 0 1:15 PM 0 0 0 0 4 0 0 11 0 0 TH RT 1:00 PM 0 0 0 0 0 7 0 UT LT TH RT UT LT 23 0 1:30 PM 0 0 0 0 0 11 0 5 0 0 0 8 0070300 0 7 0 3 0 0 0 8 0 29 0 1:45 PM 0 0 0 0 2 0 0 8 0 0 0 7 0 20 94 2:15 PM 0 0 0 0 5 0 0 2 0 0 22 102 2:00 PM 0 0 0 0 0 6 0 3 0 0 0 9 0 30 101 2:30 PM 0 0 0 0 0 7 0 2 0 0 0 9 00110800 0 8 1 5 0 0 0 6 0 15 87 2:45 PM 0 0 0 0 1 0 0 1 0 0 28 932000120 0 65 0 195 0 Peak Hour 0 0 0 0 31 0 0 34 0 0Count Total 0 0 0 0 0 64 1 0 01:00 PM RT 87 0 Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One Hour 8 0 0 0 31 003101700 RTTHLT RTTHLTRT 0 2:00 PM 0000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 0 2:45 PM 0 0 0 0 0 2:30 PM 0000000 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 000000000 Peak Hour 0 0Count Total 0 THLT 0000000 0 00000 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 5 0 1 6 0 0 2 14 7 Date: 04/01/2025 Peak Hour Count Period: 4:00 PM 6:00 PM SB 2.4%0.94 TOTAL 2.4%0.95 TH RT WB 4.8%0.93 NB 0.9%0.90 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 0.0%0.50 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min TotalUTLTTHRT 0 94 0 61 0 0 0 248 0 575 0 4:15 PM 1 1 0 0 52 0 0 202 0 04:00 PM 1 1 0 0 0 71 0 0 226 0 579 0 4:45 PM 3 1 0 1 54 0 0 211 0 0 621 0 4:30 PM 0 1 0 0 0 86 1 222 0 0 0 242 0 581 2,356 5:00 PM 2 0 0 1 0 103 0 215 0 0 0 210 008107000 0 73 0 73 0 0 0 245 0 649 2,430 5:15 PM 0 0 0 1 60 0 0 238 0 0 0 235 0 602 2,473 5:45 PM 0 0 0 0 55 0 0 219 0 0 641 2,450 5:30 PM 0 1 0 0 0 92 0 260 0 0 0 234 0 574 2,466226000218008704300 Count Total 7 5 0 3 0 687 1 0 1,858 0 4,822 0 Peak Hour All 5 2 0 468 0 0 1,793 0 0 0 0 22 0 59 0040080 0 2,473 0 HV 0 0 0 0 0 25 0 932 0 0 0 9243034902580 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---2%-2%7%-2%--1%HV%0%0%-0%- 0 0 4:15 PM 0 9 3 6 18 0 0 0 0 0 0 0 0 West North South 4:00 PM 0 10 7 13 30 0 EB WB NB SB Total East 4:45 PM 0 12 3 4 19 0 0 0 0 0 0 1 4:30 PM 0 6 2 10 18 0 0 0 0 0 0 0 0 4 4 0 5:15 PM 0 7 2 6 15 0 0 0 0 0 0 0 2 1 0 0 5:00 PM 0 5 1 8 14 0 0 0 0 0 0 0 5:45 PM 0 12 0 3 15 1 1 0 0 0 0 0 5:30 PM 0 5 2 4 11 0 0 0 0 0 0 0 0 0 1 1 0000110 9 1 Peak Hour 0 29 8 22 59 0 0 0 0 2 2 0 4Count Total 0 66 20 54 140 0 0011034 0 0 0 0 1 0 000 0 0 0 4 0 3 0 N Rainier Ave S S 2nd St S 2nd St Ra i n i e r A v e S Driveway Ra i n i e r A v e S 2,473TEV: 0.95PHF: 0 92 4 0 92 4 1, 1 9 2 0 258 0 349 607 00 0 93 2 0 93 2 1, 2 7 6 0 3 0 2 10 5 5 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One HourEastboundWestbound 0 13 0 30 0 4:15 PM 0 0 0 0 3 0 0 7 0 0 TH RT 4:00 PM 0 0 0 0 0 7 0 UT LT TH RT UT LT 18 0 4:30 PM 0 0 0 0 0 6 0 3 0 0 0 6 0080100 0 10 0 2 0 0 0 10 0 18 0 4:45 PM 0 0 0 0 0 0 0 2 0 0 0 8 0 14 69 5:15 PM 0 0 0 0 1 0 0 1 0 0 19 85 5:00 PM 0 0 0 0 0 4 0 3 0 0 0 4 0 15 66 5:30 PM 0 0 0 0 0 5 0 2 0 0 0 6 0060100 0 10 0 2 0 0 0 4 0 11 59 5:45 PM 0 0 0 0 0 0 0 2 0 0 15 55000030 0 54 0 140 0 Peak Hour 0 0 0 0 10 0 0 20 0 0Count Total 0 0 0 0 0 56 0 0 04:00 PM RT 59 0 Interval Start Driveway S 2nd St Rainier Ave S Rainier Ave S 15-min Total Rolling One Hour 8 0 0 0 22 00250400 RTTHLT RTTHLTRT 0 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 1 1 5:45 PM 0 0 0 0 0 5:30 PM 0000000 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 210000000 Peak Hour 0 2Count Total 0 THLT 1001000 2 00000 1 0 0 1 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 5 1 0 2 2 4 2 1 17 5 WB 9.5%0.85 NB -- Peak Hour: 6:45 AM 7:45 AM HV %:PHF EB -- Date: 04/01/2025 Peak Hour Count Period: 6:30 AM 8:30 AM SB 12.5%0.80 TOTAL 9.6%0.86 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min TotalUTLTTHRT 0 0 95 28 0 0 0 0 10 102 0 6:45 AM 0 0 0 0 12 0 0 0 0 06:30 AM 0 0 0 0 0 0 80 0 0 4 182 0 7:15 AM 0 0 0 0 40 0 0 0 0 0 125 0 7:00 AM 0 0 0 0 0 0 138 0 0 0 0 0 2 179 588 7:30 AM 0 0 0 0 0 0 108 0 0 0 0 0 5001452900 0 0 90 19 0 0 0 0 5 138 624 7:45 AM 0 0 0 0 25 0 0 0 0 0 0 0 8 127 562 8:15 AM 0 0 0 0 18 0 0 0 0 0 118 617 8:00 AM 0 0 0 0 0 0 101 0 0 0 0 0 9 142 5250000011001062500 Count Total 0 0 0 0 0 0 863 0 0 54 1,113 0 Peak Hour All 0 0 0 196 0 0 0 0 0 0 0 0 2 60 05440000 16 624 0 HV 0 0 0 0 0 0 0 0 0 0 0 00004861220 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ----13%10%-11%3%---HV%----- 5 0 6:45 AM 0 13 0 0 13 0 0 0 0 0 0 0 0 West North South 6:30 AM 0 11 0 0 11 0 EB WB NB SB Total East 7:15 AM 0 15 0 0 15 0 0 0 0 0 0 0 7:00 AM 0 15 0 1 16 0 0 0 0 0 0 0 0 1 2 0 7:45 AM 0 13 0 1 14 0 0 0 0 0 0 0 0 0 1 1 7:30 AM 0 15 0 1 16 0 0 0 0 0 0 0 8:15 AM 0 15 0 0 15 0 0 0 0 2 0 1 8:00 AM 0 13 0 1 14 0 0 0 0 0 0 3 0 0 0 0 0000001 11 2 Peak Hr 0 58 0 2 60 0 0 0 0 0 0 4 0Count Total 0 110 0 4 114 0 1000004 0 0 0 0 0 0 4 1 0 0 N Lake Ave S S 2nd St S 2nd St La k e A v e S S 2nd St 624TEV: 0.86PHF: 16 0 16 12 2 0 122 486 608 00 0 00 502 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastboundWestbound 0 0 0 11 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 TH RT 6:30 AM 0 0 0 0 0 0 11 UT LT TH RT UT LT 13 0 7:00 AM 0 0 0 0 0 0 13 0 0 0 0 0 00012100 0 0 14 1 0 0 0 0 1 16 0 7:15 AM 0 0 0 0 2 0 0 0 0 0 0 0 1 16 60 7:45 AM 0 0 0 0 0 0 0 0 0 0 15 55 7:30 AM 0 0 0 0 0 0 15 0 0 0 0 0 0 14 61 8:00 AM 0 0 0 0 0 0 12 0 0 0 0 0 10013000 0 0 13 2 0 0 0 0 1 14 59 8:15 AM 0 0 0 0 1 0 0 0 0 0 15 59000000 0 0 4 114 0 Peak Hour 0 0 0 0 7 0 0 0 0 0Count Total 0 0 0 0 0 0 103 Westbound Northbound Southbound LT TH RT LT TH RT LT 60 0 Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastbound 0 0 0 0 0 20054400 0 0 0 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 6:30 AM 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0 0 0000000Peak Hour 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 3 4 3 7 8 3 4 3 35 22 WB 7.0%0.82 NB -- Peak Hour: 1:45 PM 2:45 PM HV %:PHF EB -- Date: 04/01/2025 Peak Hour Count Period: 1:00 PM 3:00 PM SB 0.0%0.82 TOTAL 5.8%0.88 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min TotalUTLTTHRT 0 0 88 25 0 0 0 0 22 148 0 1:15 PM 0 0 0 0 18 0 0 0 0 01:00 PM 0 0 0 0 0 0 108 0 0 44 187 0 1:45 PM 0 0 0 0 23 0 0 0 0 0 138 0 1:30 PM 0 0 0 0 0 0 120 0 0 0 0 0 25 198 671 2:00 PM 0 0 0 0 0 0 173 0 0 0 0 0 39001362300 0 0 144 27 0 0 0 0 25 239 762 2:15 PM 0 0 0 0 41 0 0 0 0 0 0 0 34 193 844 2:45 PM 0 0 0 0 18 0 0 0 0 0 214 838 2:30 PM 0 0 0 0 0 0 141 0 0 0 0 0 43 187 8330000034001341900 Count Total 0 0 0 0 0 0 1,044 0 0 266 1,504 0 Peak Hour All 0 0 0 194 0 0 0 0 0 0 0 0 0 49 04720000 141 844 0 HV 0 0 0 0 0 0 0 0 0 0 0 00005941090 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ----0%6%-8%2%---HV%----- 0 0 1:15 PM 0 9 0 0 9 0 0 0 0 1 1 3 0 West North South 1:00 PM 0 12 0 1 13 0 EB WB NB SB Total East 1:45 PM 0 11 0 0 11 0 0 2 0 0 1 0 1:30 PM 0 10 0 2 12 0 0 0 0 0 0 0 0 4 3 1 2:15 PM 0 14 0 0 14 0 0 0 0 0 0 3 1 0 2 1 2:00 PM 0 15 0 0 15 0 0 0 0 0 0 4 2:45 PM 0 16 0 0 16 0 0 1 0 2 1 1 2:30 PM 0 9 0 0 9 0 0 0 0 0 0 2 0 0 0 1 1000001 12 6 Peak Hr 0 49 0 0 49 0 0 0 0 1 1 16 1Count Total 0 96 0 3 99 0 40001017 0 0 0 0 0 0 7 4 1 10 N Lake Ave S S 2nd St S 2nd St La k e A v e S S 2nd St 844TEV: 0.88PHF: 14 1 0 14 1 10 9 0 109 594 703 00 0 00 735 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastboundWestbound 0 0 1 13 0 1:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 1:00 PM 0 0 0 0 0 0 12 UT LT TH RT UT LT 9 0 1:30 PM 0 0 0 0 0 0 10 0 0 0 0 0 0009000 0 0 10 1 0 0 0 0 2 12 0 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 15 47 2:15 PM 0 0 0 0 0 0 0 0 0 0 11 45 2:00 PM 0 0 0 0 0 0 15 0 0 0 0 0 0 14 52 2:30 PM 0 0 0 0 0 0 8 0 0 0 0 0 00014000 0 0 15 1 0 0 0 0 0 9 49 2:45 PM 0 0 0 0 1 0 0 0 0 0 16 54000000 0 0 3 99 0 Peak Hour 0 0 0 0 3 0 0 0 0 0Count Total 0 0 0 0 0 0 93 Westbound Northbound Southbound LT TH RT LT TH RT LT 49 0 Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastbound 0 0 0 0 0 00047200 0 0 1 0 1:15 PM 0 0 0 0 0 0 0 0 0 0 1 TH RT LT TH RT 1:00 PM 0 0 0 0 0 0 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 1 0 0 1 0Count Total 0 0 0 0 0 0 0 0 0 0 0000000Peak Hour 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 4 3 3 4 17 3 2 5 41 27 WB 4.9%0.97 NB -- Peak Hour: 4:30 PM 5:30 PM HV %:PHF EB -- Date: 04/01/2025 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.0%0.77 TOTAL 4.5%0.96 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min TotalUTLTTHRT 0 0 131 18 0 0 0 0 21 135 0 4:15 PM 0 0 0 0 12 0 0 0 0 04:00 PM 0 0 0 0 0 0 102 0 0 11 156 0 4:45 PM 0 0 0 0 11 0 0 0 0 0 169 0 4:30 PM 0 0 0 0 0 0 134 0 0 0 0 0 20 171 631 5:00 PM 0 0 0 0 0 0 149 0 0 0 0 0 6001531200 0 0 138 26 0 0 0 0 14 178 674 5:15 PM 0 0 0 0 15 0 0 0 0 0 0 0 16 154 682 5:45 PM 0 0 0 0 9 0 0 0 0 0 179 684 5:30 PM 0 0 0 0 0 0 129 0 0 0 0 0 15 147 6580000014001151800 Count Total 0 0 0 0 0 0 1,051 0 0 117 1,289 0 Peak Hour All 0 0 0 121 0 0 0 0 0 0 0 0 0 31 03100000 46 684 0 HV 0 0 0 0 0 0 0 0 0 0 0 0000574640 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ----0%5%-5%0%---HV%----- 2 0 4:15 PM 0 8 0 0 8 0 0 1 0 0 1 2 0 West North South 4:00 PM 0 11 0 0 11 0 EB WB NB SB Total East 4:45 PM 0 11 0 0 11 1 1 1 1 1 0 0 4:30 PM 0 7 0 0 7 0 0 0 0 0 0 1 0 2 5 0 5:15 PM 0 8 0 0 8 0 0 0 0 0 0 10 2 0 0 0 5:00 PM 0 5 0 0 5 0 0 0 0 2 2 4 5:45 PM 0 10 0 0 10 0 0 1 0 1 0 0 5:30 PM 0 6 0 0 6 0 0 0 0 0 0 3 0 0 0 3 1000001 14 1 Peak Hr 0 31 0 0 31 0 0 1 0 3 4 23 3Count Total 0 66 0 0 66 0 00331836 0 0 1 2 0 0 6 0 3 18 N Lake Ave S S 2nd St S 2nd St La k e A v e S S 2nd St 684TEV: 0.96PHF: 46 0 46 64 0 64 574 638 00 0 00 620 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastboundWestbound 0 0 0 11 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 11 UT LT TH RT UT LT 8 0 4:30 PM 0 0 0 0 0 0 7 0 0 0 0 0 0008000 0 0 11 0 0 0 0 0 0 7 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 5 31 5:15 PM 0 0 0 0 0 0 0 0 0 0 11 37 5:00 PM 0 0 0 0 0 0 5 0 0 0 0 0 0 8 31 5:30 PM 0 0 0 0 0 0 6 0 0 0 0 0 0008000 0 0 10 0 0 0 0 0 0 6 30 5:45 PM 0 0 0 0 0 0 0 0 0 0 10 29000000 0 0 0 66 0 Peak Hour 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 66 Westbound Northbound Southbound LT TH RT LT TH RT LT 31 0 Interval Start S 2nd St S 2nd St 0 Lake Ave S 15-min Total Rolling One HourEastbound 0 0 0 0 0 00031000 0 0 1 0 4:15 PM 0 0 0 0 0 0 1 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 1 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 3 4 5:00 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 2 0 1 4 0Count Total 0 0 0 0 0 1 0 0 1 3 0000020Peak Hour 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 4 25 18 19 8 13 9 12 108 58 Date: 04/01/2025 Peak Hour Count Period: 6:30 AM 8:30 AM SB 7.0%0.78 TOTAL 8.2%0.86 TH RT WB 6.8%0.88 NB 14.1%0.84 Peak Hour: 7:00 AM 8:00 AM HV %:PHF EB -- UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT 0 5 90 29 0 26 0 14 8 147 0 6:45 AM 0 0 0 0 31 0 8 12 0 06:30 AM 0 0 0 0 0 0 74 0 12 48 265 0 7:15 AM 0 0 0 0 29 0 15 27 0 0 204 0 7:00 AM 0 0 0 0 0 3 131 19 0 0 0 15 20 302 918 7:30 AM 0 0 0 0 0 2 103 40 0 0 0 18 390512756017 0 2 94 49 0 3 0 15 20 253 1,024 7:45 AM 0 0 0 0 58 0 8 47 0 0 0 19 14 233 1,005 8:15 AM 0 0 0 0 30 0 2 56 0 0 217 1,037 8:00 AM 0 0 0 0 0 5 107 35 0 0 0 19 15 235 93840000132106995006 Count Total 0 0 0 0 0 28 825 0 125 185 1,856 0 Peak Hour All 0 0 0 332 0 85 276 0 0 0 0 10 3 85 0291307200 122 1,037 0 HV 0 0 0 0 0 3 43 149 0 0 0 6400124551920 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---16%2%8%25%6%7%-16%13%HV%----- 0 1 6:45 AM 0 11 12 6 29 0 0 0 0 0 0 0 3 West North South 6:30 AM 0 7 3 2 12 0 EB WB NB SB Total East 7:15 AM 0 14 8 3 25 0 0 1 7 7 3 7 7:00 AM 0 10 8 5 23 0 0 0 0 0 0 0 12 6 2 2 7:45 AM 0 9 6 4 19 0 0 0 0 0 0 1 3 10 2 5 7:30 AM 0 12 5 1 18 0 0 0 0 0 0 2 8:15 AM 0 10 5 1 16 0 0 1 4 1 3 1 8:00 AM 0 10 9 3 22 0 0 0 0 1 1 2 6 4 5 2 2000003 24 24 Peak Hour 0 45 27 13 85 0 0 0 0 1 1 10 50Count Total 0 83 56 25 164 0 1101162615 0 0 0 0 1 0 000 0 0 0 15 11 26 6 N Logan Ave S S 2nd St S 2nd St Lo g a n A v e S S 2nd St Lo g a n A v e S 1,037TEV: 0.86PHF: 12 2 64 0 18 6 34 1 0 192 455 12 659 00 0 14 943 19 2 76 0 0 0 0 0 620 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound 0 2 0 12 0 6:45 AM 0 0 0 0 3 0 2 1 0 0 TH RT 6:30 AM 0 0 0 0 0 0 4 UT LT TH RT UT LT 29 0 7:00 AM 0 0 0 0 0 1 7 7 0 0 0 4 2029005 0 0 7 7 0 2 0 4 1 23 0 7:15 AM 0 0 0 0 2 0 2 6 0 0 0 1 0 18 95 7:45 AM 0 0 0 0 3 0 1 4 0 0 25 89 7:30 AM 0 0 0 0 0 1 8 6 0 0 0 3 0 19 85 8:00 AM 0 0 0 0 0 0 9 4 0 0 0 2 2017102 0 1 6 3 0 2 0 3 0 22 84 8:15 AM 0 0 0 0 1 0 2 7 0 0 16 75300010 0 20 5 164 0 Peak Hour 0 0 0 0 20 0 18 38 0 0Count Total 0 0 0 0 0 6 57 0 06:30 AM RT 85 0 Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 20 0 0 0 10 303291307 RTTHLT RTTHLTRT 0 7:30 AM 0000 0 0 7:15 AM 0 0 0 0 0 7:00 AM 00000006:45 AM 0 0 0 0 0 0 0 1 8:15 AM 0 0 0 0 1 8:00 AM 1001000 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 100000000 Peak Hour 0 1Count Total 0 THLT 1001000 1 00000 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 7 19 9 64 72 9 13 18 211 158 Date: 04/01/2025 Peak Hour Count Period: 1:00 PM 3:00 PM SB 7.0%0.88 TOTAL 6.7%0.96 TH RT WB 5.2%0.96 NB 12.8%0.73 Peak Hour: 1:45 PM 2:45 PM HV %:PHF EB -- UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT 0 7 91 48 0 10 0 23 16 215 0 1:15 PM 0 0 0 0 46 0 4 24 0 01:00 PM 0 0 0 0 0 10 92 0 52 33 281 0 1:45 PM 0 0 0 0 37 0 3 29 0 0 237 0 1:30 PM 0 0 0 0 0 13 114 30 0 0 0 33 18 317 1,050 2:00 PM 0 0 0 0 0 18 111 28 0 0 0 71 470101213208 0 11 115 45 0 7 0 66 42 304 1,139 2:15 PM 0 0 0 0 37 0 7 23 0 0 0 62 35 322 1,232 2:45 PM 0 0 0 0 58 0 11 37 0 0 289 1,191 2:30 PM 0 0 0 0 0 7 112 20 0 0 0 64 27 278 1,193140005647071202905 Count Total 0 0 0 0 0 83 876 0 427 265 2,243 0 Peak Hour All 0 0 0 332 0 55 205 0 0 0 0 14 15 82 026401080 151 1,232 0 HV 0 0 0 0 0 5 33 108 0 0 0 26300464591720 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---5%10%7%11%6%2%-30%7%HV%----- 2 1 1:15 PM 0 6 5 1 12 0 0 0 1 0 1 0 4 West North South 1:00 PM 0 11 3 2 16 0 EB WB NB SB Total East 1:45 PM 0 11 5 9 25 0 0 2 3 0 4 5 1:30 PM 0 10 2 3 15 0 0 0 0 0 0 1 8 5 19 9 2:15 PM 0 9 5 4 18 0 0 0 0 0 0 0 44 4 30 4 2:00 PM 0 10 4 14 28 0 0 0 0 0 0 26 2:45 PM 0 13 5 6 24 0 0 1 3 2 7 3 2:30 PM 0 5 4 2 11 0 0 0 0 0 0 0 4 2 5 3 8010122 63 41 Peak Hour 0 35 18 29 82 0 0 1 1 1 3 32 75Count Total 0 75 33 41 149 0 23000275553 0 0 0 0 0 0 000 0 0 0 53 23 55 27 N Logan Ave S S 2nd St S 2nd St Lo g a n A v e S S 2nd St Lo g a n A v e S 1,232TEV: 0.96PHF: 15 1 26 3 0 41 4 28 0 0 172 459 46 677 00 0 10 833 14 1 30 9 0 0 0 0 0 643 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound 0 2 0 16 0 1:15 PM 0 0 0 0 1 0 2 1 0 0 TH RT 1:00 PM 0 0 0 0 0 2 8 UT LT TH RT UT LT 12 0 1:30 PM 0 0 0 0 0 0 10 2 0 0 0 1 0004203 0 1 9 1 0 3 0 2 1 15 0 1:45 PM 0 0 0 0 0 0 1 1 0 0 0 8 6 28 80 2:15 PM 0 0 0 0 1 0 2 2 0 0 25 68 2:00 PM 0 0 0 0 0 3 6 2 0 0 0 2 7 18 86 2:30 PM 0 0 0 0 0 0 4 2 0 0 0 2 2017103 0 2 8 3 0 2 0 2 0 11 82 2:45 PM 0 0 0 0 1 0 2 2 0 0 24 81300042 0 23 18 149 0 Peak Hour 0 0 0 0 10 0 18 15 0 0Count Total 0 0 0 0 0 9 56 1 01:00 PM RT 82 0 Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 8 0 0 0 14 1505264010 RTTHLT RTTHLTRT 1 2:00 PM 0000 0 0 1:45 PM 0 0 0 0 0 1:30 PM 00000001:15 PM 0 0 0 0 0 0 0 0 2:45 PM 0 0 0 0 0 2:30 PM 0000000 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 220000001 Peak Hour 0 0Count Total 0 THLT 0000000 3 01010 0 0 0 0 0000 0 0 0 00 0 THLT 00001000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 16 11 16 23 9 7 12 4 98 59 Date: 04/01/2025 Peak Hour Count Period: 4:00 PM 6:00 PM SB 4.4%0.93 TOTAL 5.4%0.90 TH RT WB 4.4%0.90 NB 16.0%0.81 Peak Hour: 4:15 PM 5:15 PM HV %:PHF EB -- UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min TotalUTLTTHRT 0 10 105 36 0 3 0 49 21 228 0 4:15 PM 0 0 0 0 28 0 6 19 0 04:00 PM 0 0 0 0 0 10 95 0 47 31 265 0 4:45 PM 0 0 0 0 40 0 3 22 0 0 233 0 4:30 PM 0 0 0 0 0 16 106 14 0 0 0 44 21 275 1,001 5:00 PM 0 0 0 0 0 17 138 18 0 0 0 44 280101363405 0 10 114 22 0 9 0 54 25 298 1,071 5:15 PM 0 0 0 0 35 0 8 21 0 0 0 35 15 203 999 5:45 PM 0 0 0 0 29 0 4 16 0 0 223 1,061 5:30 PM 0 0 0 0 0 7 97 17 0 0 0 28 23 231 9552100038220121141806 Count Total 0 0 0 0 0 92 905 0 339 186 1,956 0 Peak Hour All 0 0 0 242 0 44 148 0 0 0 0 12 1 58 02400780 105 1,071 0 HV 0 0 0 0 0 6 19 75 0 0 0 18900534851450 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---6%1%5%11%5%0%-37%11%HV%----- 6 5 4:15 PM 0 9 3 3 15 0 0 0 0 0 0 3 2 West North South 4:00 PM 0 10 4 4 18 0 EB WB NB SB Total East 4:45 PM 0 11 5 2 18 0 0 6 4 4 2 5 4:30 PM 0 6 5 4 15 0 0 0 0 0 0 0 3 3 1 8 5:15 PM 0 5 6 2 13 0 0 0 0 0 0 0 0 4 5 4 5:00 PM 0 4 2 4 10 0 0 0 0 0 0 10 5:45 PM 0 9 4 2 15 0 1 1 8 0 3 1 5:30 PM 0 7 3 2 12 0 1 0 0 0 0 0 4 2 1 0 2000001 21 30 Peak Hour 0 30 15 13 58 0 0 1 0 0 1 21 26Count Total 0 61 32 23 116 0 19000161113 0 0 0 0 0 0 000 0 0 0 13 19 11 16 N Logan Ave S S 2nd St S 2nd St Lo g a n A v e S S 2nd St Lo g a n A v e S 1,071TEV: 0.9PHF: 10 5 18 9 0 29 4 22 0 0 145 485 53 683 00 07519 9424 2 0 0 0 0 0 609 0 project.manager.wa@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One HourEastboundWestbound 0 4 0 18 0 4:15 PM 0 0 0 0 0 0 3 1 0 0 TH RT 4:00 PM 0 0 0 0 0 2 8 UT LT TH RT UT LT 15 0 4:30 PM 0 0 0 0 0 2 4 2 0 0 0 3 0027001 0 2 9 0 0 3 0 4 0 15 0 4:45 PM 0 0 0 0 0 0 2 3 0 0 0 4 0 10 58 5:15 PM 0 0 0 0 0 0 1 1 0 0 18 66 5:00 PM 0 0 0 0 0 0 4 2 0 0 0 1 1 13 56 5:30 PM 0 0 0 0 0 2 5 3 0 0 0 1 1014003 0 0 9 0 0 2 0 2 0 12 53 5:45 PM 0 0 0 0 0 0 1 2 0 0 15 50200020 0 21 2 116 0 Peak Hour 0 0 0 0 0 0 16 16 0 0Count Total 0 0 0 0 0 11 50 0 04:00 PM RT 58 0 Interval Start S 2nd St S 2nd St Logan Ave S Logan Ave S 15-min Total Rolling One Hour 8 0 0 0 12 10624007 RTTHLT RTTHLTRT 0 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 1 1 5:45 PM 0 0 0 0 0 5:30 PM 0000000 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 100000000 Peak Hour 0 0Count Total 0 THLT 0000000 1 00000 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com Location: S Tobin St W/O Logan Ave S Date Range: 4/1/2025 - 4/7/2025 Site Code: 01 EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 358213224 ------------235 1:00 AM 213101000 ------------101 2:00 AM 314033224 ------------224 3:00 AM 235426224 ------------325 4:00 AM 123246325 ------------235 5:00 AM 101222 9 1221 9 1524 ------------91322 6:00 AM 242246162945182745 ------------19 26 45 7:00 AM 50 58 108 61 55 116 56 44 100 ------------56 52 108 8:00 AM 3447813546813546 81 ------------35 46 81 9:00 AM 472875342559392766 ------------40 27 67 10:00 AM 39 30 69 33 23 56 41 31 72 ------------38 28 66 11:00 AM 48 23 71 56 11 67 50 32 82 ------------51 22 73 12:00 PM 52 37 89 40 28 68 54 37 91 ------------49 34 83 1:00 PM 54 44 98 60 42 102 72 44 116 ------------62 43 105 2:00 PM 122 46 168 120 46 166 117 46 163 ------------120 46 166 3:00 PM 66 32 98 65 42 107 56 29 85 ------------62 34 97 4:00 PM 64 42 106 59 39 98 59 37 96 ------------61 39 100 5:00 PM 69 34 103 61 44 105 51 33 84 ------------60 37 97 6:00 PM 502373623193431457 ------------52 23 74 7:00 PM 311748281947231538 ------------27 17 44 8:00 PM 33 15 48 21 8 29 26 15 41 ------------27 13 39 9:00 PM 19 5 24 10 4 14 30 5 35 ------------20 5 24 10:00 PM 8 122011 8 19 6 1117 ------------81019 11:00 PM 5497186410------------639 Total 836 543 1,379 797 523 1,320 800 520 1,320 ------------811 529 1,340 Percent 61% 39% 60% 40% 61% 39%-- -- -- --61% 39% AM Peak 07:00 07:00 07:00 07:00 07:00 07:00 07:00 08:00 07:00 ------------07:00 07:00 07:00 Vol. 50 58 108 61 55 116 56 46 100 ------------56 52 108 PM Peak 14:00 14:00 14:00 14:00 14:00 14:00 14:00 14:00 14:00 ------------14:00 14:00 14:00 Vol. 122 46 168 120 46 166 117 46 163 ------------120 46 166 1. Mid-week average includes data between Tuesday and Thursday. 4/1/2025 4/2/2025 4/3/2025 4/4/2025 4/5/2025 4/6/2025Time Tuesday Wednesday Thursday Friday Saturday Sunday Monday Mid-Week Average4/7/2025 1 Kyle Campbell: 425-213-7345 kyle.campbell@idaxdata.com Renton High School Replacement Project Transportation Technical Report September 16, 2025 Appendix C Level-of-Service Definitions Renton High School Replacement Project Transportation Technical Report – Appendix C September 16, 2025 | C-1 Levels of service (LOS) are qualitative descriptions of traffic operating conditions. These levels of service are designated with letters ranging from LOS A, which is indicative of good operating conditions with little or no delay, to LOS F, which is indicative of stop-and-go conditions with frequent and lengthy delays. Levels of service for this analysis were developed using procedures presented in the Highway Capacity Manual, Sixth Edition (Transportation Research Board, 2016). Signalized Intersections Level of service for signalized intersections is defined in terms of average delay for all vehicles that travel through the intersection. Delay can be a cause of driver discomfort, frustration, inefficient fuel consumption, and lost travel time. Specifically, level-of-service criteria are stated in terms of the average delay per vehicle in seconds. Delay is a complex measure and is dependent on a number of variables including: number and type of vehicles by movement, intersection lane geometry, signal phasing, the amount of green time allocated to each phase, transit stops and parking maneuvers. Table A-1 shows the level of service criteria for signalized intersections from the Highway Capacity Manual, Sixth Edition. Table A-1. Level of Service for Signalized Intersections Level of Service Average Control Delay Per Vehicle A 10 seconds B > 10 – 20 seconds C > 20 – 35 seconds D > 35 – 55 seconds E > 55 – 80 seconds F > 80 seconds Source: Transportation Research Board, Highway Capacity Manual, Exhibit 19.8, 2016. Unsignalized Intersections For unsignalized intersections, level of service is based on the average delay per vehicle for each turning movement. The level of service for all-way stop or roundabout-controlled intersections is based upon the average delay for all vehicles that travel through the intersection. The level of service for a one- or two- way, stop-controlled intersection, delay is related to the availability of gaps in the main street's traffic flow, and the ability of a driver to enter or pass through those gaps. Table A-2 shows the level of service criteria for unsignalized intersections from the Highway Capacity Manual, Sixth Edition. Table A-2. Level of Service Criteria for Unsignalized Intersections Level of Service Average Control Delay per Vehicle A 0 – 10 seconds B > 10 – 15 seconds C > 15 – 25 seconds D > 25 – 35 seconds E > 35 – 50 seconds F > 50 seconds Source: Transportation Research Board, Highway Capacity Manual, Exhibit 20.2, 2016. Renton High School Replacement Project Transportation Technical Report September 16, 2025 Appendix D Level-of-Service Calculation Sheets Renton HS Replacement Existing Conditions - AM Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 14 603 33 147 327 214 210 380 573 265 222 8 Future Volume (vph) 14 603 33 147 327 214 210 380 573 265 222 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 12 12 11 14 Storage Length (ft) 95 0 370 290 350 0 400 190 Storage Lanes 1 0 1 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 0.97 0.95 0.95 0.97 1.00 1.00 0.97 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 0.98 Frt 0.992 0.941 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1678 3325 0 3335 3235 0 3193 1733 1524 3400 1783 1672 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1678 3325 0 3332 3235 0 3180 1733 1524 3400 1783 1645 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 3 87 373 109 Link Speed (mph) 30 30 30 30 Link Distance (ft) 659 1200 427 808 Travel Time (s) 15.0 27.3 9.7 18.4 Confl. Peds. (#/hr) 1 1 2 2 Confl. Bikes (#/hr)1 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles (%) 4% 4% 4% 5% 5% 5% 6% 6% 6% 3% 3% 3% Adj. Flow (vph) 16 701 38 171 380 249 244 442 666 308 258 9 Shared Lane Traffic (%) Lane Group Flow (vph) 16 739 0 171 629 0 244 442 666 308 258 9 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 62 Detector Phase 74 38 166522 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 10.0 35.0 10.0 36.0 10.0 31.0 31.0 10.0 34.0 34.0 Total Split (s) 20.0 40.0 30.0 45.0 45.0 55.0 55.0 45.0 55.0 55.0 Total Split (%) 11.8% 23.5% 17.6% 26.5% 26.5% 32.4% 32.4% 26.5% 32.4% 32.4% Maximum Green (s) 15.0 35.0 25.0 40.0 40.0 50.0 50.0 40.0 50.0 50.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None None Min Min None Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 23.0 24.0 19.0 19.0 22.0 22.0 Pedestrian Calls (#/hr) 1 0 0 0 2 2 Act Effct Green (s) 6.0 35.6 11.0 47.3 34.2 41.0 41.0 16.1 22.8 22.8 Renton HS Replacement Existing Conditions - AM Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.05 0.29 0.09 0.38 0.28 0.33 0.33 0.13 0.18 0.18 v/c Ratio 0.20 0.77 0.58 0.49 0.28 0.77 0.88 0.70 0.79 0.02 Control Delay (s/veh) 67.9 49.0 64.5 29.4 36.8 47.7 31.6 62.1 66.7 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 67.9 49.0 64.5 29.4 36.8 47.7 31.6 62.1 66.7 0.1 LOS ED EC DDCEEA Approach Delay (s/veh) 49.4 36.9 37.8 63.2 Approach LOS D D D E Queue Length 50th (ft) 13 301 71 172 78 316 250 128 207 0 Queue Length 95th (ft) 38 #407 111 275 122 454 422 179 297 0 Internal Link Dist (ft) 579 1120 347 728 Turn Bay Length (ft) 95 370 350 400 190 Base Capacity (vph) 206 956 683 1319 1054 710 844 1114 730 738 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.08 0.77 0.25 0.48 0.23 0.62 0.79 0.28 0.35 0.01 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 124 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay (s/veh): 44.3 Intersection LOS: D Intersection Capacity Utilization 73.5% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Rainier Ave S & Airport Way Renton HS Replacement Existing Conditions - AM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 16 1381 41 8 679 16 29 4 20 8 10 5 Future Volume (vph) 16 1381 41 8 679 16 29 4 20 8 10 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 11 12 12 11 11 12 12 12 12 12 11 Storage Length (ft) 200 0 160 70 0 0 0 0 Storage Lanes 1 0 0 1 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 0.91 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 Frt 0.996 0.850 0.949 0.850 Flt Protected 0.950 0.950 0.974 0.978 Satd. Flow (prot) 1719 4756 0 1736 3355 1501 0 1527 0 0 1858 1561 Flt Permitted 0.333 0.143 0.820 0.826 Satd. Flow (perm) 602 4756 0 261 3355 1467 0 1286 0 0 1569 1561 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 4 78 78 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1200 866 176 149 Travel Time (s) 27.3 19.7 4.0 3.4 Confl. Peds. (#/hr) 1 1 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 5% 5% 5% 4% 4% 4% 15% 15% 15% 0% 0% 0% Adj. Flow (vph) 18 1569 47 9 772 18 33 5 23 9 11 6 Shared Lane Traffic (%) Lane Group Flow (vph) 18 1616 0 9 772 18 0 61 0 0 20 6 Turn Type D.P+P NA Perm NA Perm Perm NA Perm NA Perm Protected Phases 5 2684 Permitted Phases 6 6 6 8 4 4 Detector Phase 52 66688 444 Switch Phase 6 Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 20.0 10.0 10.0 10.0 10.0 10.0 33.0 33.0 33.0 Total Split (s) 30.0 30.0 30.0 30.0 30.0 30.0 30.0 31.0 31.0 31.0 Total Split (%) 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 24.6% 24.6% 24.6% Maximum Green (s) 25.0 25.0 25.0 25.0 25.0 25.0 25.0 26.0 26.0 26.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min Min Min Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 8.0 21.0 21.0 21.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 38.8 41.9 40.6 40.6 40.6 7.6 7.3 7.3 Actuated g/C Ratio 0.68 0.74 0.72 0.72 0.72 0.13 0.13 0.13 Renton HS Replacement Existing Conditions - AM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group Ø9 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 35.0 Total Split (s) 35.0 Total Split (%) 28% Maximum Green (s) 33.0 Yellow Time (s) 2.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Recall Mode None Walk Time (s) 5.0 Flash Don't Walk (s) 28.0 Pedestrian Calls (#/hr) 5 Act Effct Green (s) Actuated g/C Ratio Renton HS Replacement Existing Conditions - AM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.03 0.46 0.05 0.32 0.02 0.36 0.10 0.02 Control Delay (s/veh) 10.6 9.8 16.8 11.8 0.0 32.7 28.0 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 10.6 9.8 16.8 11.8 0.0 32.7 28.0 0.2 LOS BA BBA C CA Approach Delay (s/veh) 9.8 11.6 32.7 21.6 Approach LOS A B C C Queue Length 50th (ft) 1 67 1 39 0 18 6 0 Queue Length 95th (ft) 20 371 18 #313 0 72 31 0 Internal Link Dist (ft) 1120 786 96 69 Turn Bay Length (ft) 200 160 70 Base Capacity (vph) 950 4365 186 2401 1072 637 777 813 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.02 0.37 0.05 0.32 0.02 0.10 0.03 0.01 Intersection Summary Area Type: Other Cycle Length: 126 Actuated Cycle Length: 56.7 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.46 Intersection Signal Delay (s/veh): 11.0 Intersection LOS: B Intersection Capacity Utilization 45.6% ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Shattuck Ave S & Airport Way Renton HS Replacement Existing Conditions - AM Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 1297 112 63 263 65 623 Future Volume (vph) 1297 112 63 263 65 623 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 12 12 11 11 12 Storage Length (ft) 0 0 150 0 Storage Lanes 3 0 1 2 Taper Length (ft) 25 25 Lane Util. Factor 0.94 0.91 1.00 1.00 1.00 0.88 Ped Bike Factor 1.00 Frt 0.988 Flt Protected 0.950 Satd. Flow (prot) 4908 0 1583 1611 1733 3155 Flt Permitted 0.950 Satd. Flow (perm) 4908 0 1583 1611 1733 3155 Right Turn on Red Yes Yes Satd. Flow (RTOR) 20 685 Link Speed (mph) 30 30 30 Link Distance (ft) 866 180 687 Travel Time (s) 19.7 4.1 15.6 Confl. Peds. (#/hr) 5 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 4% 4% 14% 14% 6% 6% Adj. Flow (vph) 1425 123 69 289 71 685 Shared Lane Traffic (%) Lane Group Flow (vph) 1548 0 69 289 71 685 Turn Type Prot Prot NA NA Free Protected Phases 3 2 5 1 Permitted Phases Free Detector Phase 3 2 5 1 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 5.0 Minimum Split (s) 28.0 11.0 11.0 11.0 Total Split (s) 56.0 21.0 46.0 21.0 Total Split (%) 54.9% 20.6% 45.1% 20.6% Maximum Green (s) 50.0 15.0 40.0 15.0 Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 4.0 4.5 4.0 Recall Mode Min None None None Walk Time (s) 7.0 Flash Don't Walk (s) 15.0 Pedestrian Calls (#/hr) 5 Act Effct Green (s) 44.9 12.0 24.5 10.0 81.8 Actuated g/C Ratio 0.55 0.15 0.30 0.12 1.00 Renton HS Replacement Existing Conditions - AM Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBR NBL NBT SBT SBR v/c Ratio 0.57 0.30 0.60 0.34 0.22 Control Delay (s/veh) 13.6 39.8 30.9 40.9 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 13.6 39.8 30.9 40.9 0.2 LOS B D C D A Approach Delay (s/veh) 13.6 32.6 4.0 Approach LOS B C A Queue Length 50th (ft) 175 36 137 37 0 Queue Length 95th (ft) 262 79 218 81 0 Internal Link Dist (ft) 786 100 607 Turn Bay Length (ft) 150 Base Capacity (vph) 3123 382 818 330 3155 Starvation Cap Reductn 0 0000 Spillback Cap Reductn 0 0000 Storage Cap Reductn 0 0000 Reduced v/c Ratio 0.50 0.18 0.35 0.22 0.22 Intersection Summary Area Type: Other Cycle Length: 102 Actuated Cycle Length: 81.8 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay (s/veh): 13.4 Intersection LOS: B Intersection Capacity Utilization 50.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: Logan Ave S & Airport Way Renton HS Replacement Existing Conditions - AM Peak 5: Rainier Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 2 26 1049 17 3 434 Future Vol, veh/h 2 26 1049 17 3 434 Conflicting Peds, #/hr 000220 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, %448866 Mvmt Flow 2 27 1104 18 3 457 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1578 563 0 0 1124 0 Stage 1 1115----- Stage 2 463----- Critical Hdwy 6.66 6.96 - - 4.19 - Critical Hdwy Stg 15.86----- Critical Hdwy Stg 25.46----- Follow-up Hdwy 3.538 3.338 - - 2.257 - Pot Cap-1 Maneuver 108 466 - - 601 - Stage 1 273----- Stage 2 627----- Platoon blocked, % - - - Mov Cap-1 Maneuver 107 465 - - 599 - Mov Cap-2 Maneuver 107----- Stage 1 272----- Stage 2 623----- Approach WB NB SB HCM Ctrl Dly, s/v 15.41 0 0.08 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 375 12 - HCM Lane V/C Ratio - - 0.079 0.005 - HCM Ctrl Dly (s/v) - - 15.4 11 0 HCM Lane LOS - - C B A HCM 95th %tile Q(veh) - - 0.3 0 - Renton HS Replacement Existing Conditions - AM Peak 6: Lake Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 7.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 217112193247619666 Future Vol, veh/h 2 17 11 2 19 3 24 76 19666 Conflicting Peds, #/hr 000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 75 75 75 67 67 67 76 76 76 75 75 75 Heavy Vehicles, % 13 13 13444333666 Mvmt Flow 3231532843210025888 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 33 0 0 37 0 0 74 74 30 115 79 31 Stage 1 ------3535-3737- Stage 2 ------3839-7843- Critical Hdwy 4.23 - - 4.14 - - 7.13 6.53 6.23 7.16 6.56 6.26 Critical Hdwy Stg 1 ------6.135.53-6.165.56- Critical Hdwy Stg 2 ------6.135.53-6.165.56- Follow-up Hdwy 2.317 - - 2.236 - - 3.527 4.027 3.327 3.554 4.054 3.354 Pot Cap-1 Maneuver 1511 - - 1560 - - 914 814 1042 853 803 1032 Stage 1 ------978864-969857- Stage 2 ------974861-921852- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1511 - - 1560 - - 895 811 1042 728 800 1032 Mov Cap-2 Maneuver ------895811-728800- Stage 1 ------976862-967855- Stage 2 ------956859-793850- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.49 0.61 10.13 9.44 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 858 111 - - 146 - - 835 HCM Lane V/C Ratio 0.183 0.002 - - 0.002 - - 0.029 HCM Ctrl Dly (s/v) 10.1 7.4 0 - 7.3 0 - 9.4 HCM Lane LOS B A A - A A - A HCM 95th %tile Q(veh) 0.7 0 - - 0 - - 0.1 Renton HS Replacement Existing Conditions - AM Peak 7: RHS NW Dwy/Shattuck Ave S & S Tobin St HCM 7th AWSC Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Intersection Delay, s/veh 7.9 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 21 12 14 10 20 0 29 24 15 40 3 Future Vol, veh/h 12 21 12 14 10 20 0 29 24 15 40 3 Peak Hour Factor 0.70 0.70 0.70 0.85 0.85 0.85 0.60 0.60 0.60 0.50 0.50 0.50 Heavy Vehicles, %000999191919222 Mvmt Flow 17 30 17 16 12 24 0 48 40 30 80 6 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay, s/veh 7.7 7.7 7.9 8 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 0% 27% 32% 26% Vol Thru, % 55% 47% 23% 69% Vol Right, % 45% 27% 45% 5% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 53 45 44 58 LT Vol 0 12 14 15 Through Vol 29 21 10 40 RT Vol 24 12 20 3 Lane Flow Rate 88 64 52 116 Geometry Grp 1111 Degree of Util (X) 0.107 0.077 0.063 0.136 Departure Headway (Hd) 4.345 4.311 4.376 4.224 Convergence, Y/N Yes Yes Yes Yes Cap 829 834 822 835 Service Time 2.345 2.319 2.383 2.322 HCM Lane V/C Ratio 0.106 0.077 0.063 0.139 HCM Control Delay, s/veh 7.9 7.7 7.7 8 HCM Lane LOS AAAA HCM 95th-tile Q 0.4 0.2 0.2 0.5 Renton HS Replacement Existing Conditions - AM Peak 8: Logan Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 0 29 0 4 14 26 289 2 3 165 16 Future Vol, veh/h 20 0 29 0 4 14 26 289 2 3 165 16 Conflicting Peds, #/hr 104401601106 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 72 72 72 64 64 64 77 77 77 70 70 70 Heavy Vehicles, % 12 12 12 11 11 11 13 13 13999 Mvmt Flow 28 0 40 0 6 22 34 375 3 4 236 23 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 709 708 257 693 718 379 265 0 0 379 0 0 Stage 1 262 262 - 445 445 ------- Stage 2 447 446 - 248 273 ------- Critical Hdwy 7.22 6.62 6.32 7.21 6.61 6.31 4.23 - - 4.19 - - Critical Hdwy Stg 16.225.62-6.215.61------- Critical Hdwy Stg 26.225.62-6.215.61------- Follow-up Hdwy 3.608 4.108 3.408 3.599 4.099 3.399 2.317 - - 2.281 - - Pot Cap-1 Maneuver 336 347 758 346 344 649 1238 - - 1142 - - Stage 1 722 674 - 575 559 ------- Stage 2 572 557 - 736 668 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 304 331 750 313 328 647 1231 - - 1141 - - Mov Cap-2 Maneuver 304 331 - 313 328 ------- Stage 1 714 667 - 554 539 ------- Stage 2 527 537 - 691 661 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 13.96 12.14 0.66 0.13 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 147 - - 470 532 29 - - HCM Lane V/C Ratio 0.027 - - 0.145 0.053 0.004 - - HCM Ctrl Dly (s/v) 8 0 - 14 12.1 8.2 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0.1 - - 0.5 0.2 0 - - Renton HS Replacement Existing Conditions - AM Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group WBL WBR NBT NBR SBL SBT Ø3 Lane Configurations Traffic Volume (vph) 266 162 1061 0 0 524 Future Volume (vph) 266 162 1061 0 0 524 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 11 Lane Util. Factor 0.97 0.88 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 3105 2521 3261 0 0 3292 Flt Permitted 0.950 Satd. Flow (perm) 3105 2521 3261 0 0 3292 Right Turn on Red Yes Yes Satd. Flow (RTOR) 184 Link Speed (mph) 30 30 30 Link Distance (ft) 415 456 920 Travel Time (s) 9.4 10.4 20.9 Confl. Peds. (#/hr) 1 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 9% 9% 7% 7% 6% 6% Adj. Flow (vph) 302 184 1206 0 0 595 Shared Lane Traffic (%) Lane Group Flow (vph) 302 184 1206 0 0 595 Turn Type Prot Prot NA NA Protected Phases 7 4 2 6 3 Permitted Phases Detector Phase 7 4 2 6 Switch Phase Minimum Initial (s) 7.0 10.0 7.0 7.0 1.0 Minimum Split (s) 13.0 16.0 30.0 13.0 23.0 Total Split (s) 46.0 46.0 56.0 56.0 23.0 Total Split (%) 36.8% 36.8% 44.8% 44.8% 18% Maximum Green (s) 40.0 40.0 50.0 50.0 21.0 Yellow Time (s) 5.0 5.0 5.0 5.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 0.2 Recall Mode None None Min Min None Walk Time (s) 7.0 3.0 Flash Don't Walk (s) 17.0 18.0 Pedestrian Calls (#/hr) 0 1 Act Effct Green (s) 14.6 11.7 30.1 30.1 Actuated g/C Ratio 0.25 0.20 0.52 0.52 v/c Ratio 0.39 0.28 0.71 0.35 Control Delay (s/veh) 20.2 7.1 13.8 9.2 Queue Delay 0.0 0.0 0.0 0.0 Renton HS Replacement Existing Conditions - AM Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group WBL WBR NBT NBR SBL SBT Ø3 Total Delay (s/veh) 20.2 7.1 13.8 9.2 LOS C A B A Approach Delay (s/veh) 15.2 13.8 9.2 Approach LOS B B A Queue Length 50th (ft) 40 0 122 46 Queue Length 95th (ft) 94 31 338 136 Internal Link Dist (ft) 335 376 840 Turn Bay Length (ft) Base Capacity (vph) 2904 1937 2866 2893 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.10 0.09 0.42 0.21 Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 57.7 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay (s/veh): 12.9 Intersection LOS: B Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 9: Rainier Ave S & S 2nd St Renton HS Replacement Existing Conditions - AM Peak 10: S 2nd St & Lake Ave S HCM 7th TWSC Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 486 122 0 16 Future Vol, veh/h 0 0 486 122 0 16 Conflicting Peds, #/hr 400400 Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 25 25 85 85 80 80 Heavy Vehicles, % 0 0 10 10 13 13 Mvmt Flow 0 0 572 144 0 20 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 362 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 7.36 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 4.03 Pot Cap-1 Maneuver - - 0 519 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 516 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 12.26 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 516 HCM Lane V/C Ratio - - 0.039 HCM Ctrl Dly (s/v) - - 12.3 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.1 Renton HS Replacement Existing Conditions - AM Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 15 451 172 66 133 0 0 60 127 Future Volume (vph) 0 0 0 15 451 172 66 133 0 0 60 127 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 10 12 12 11 12 12 13 11 Storage Length (ft) 0 0 0 0 0 0 0 130 Storage Lanes 0 0 0 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.86 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 0.99 0.96 Frt 0.960 0.850 Flt Protected 0.999 0.984 Satd. Flow (prot) 00005406 0 0 1545 0 0 1818 1446 Flt Permitted 0.999 0.877 Satd. Flow (perm) 00005403 0 0 1366 0 0 1818 1392 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 202 149 Link Speed (mph) 30 30 30 30 Link Distance (ft) 170 592 373 642 Travel Time (s) 3.9 13.5 8.5 14.6 Confl. Peds. (#/hr) 17 17 17 17 32 4 4 32 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles (%) 0% 0% 0% 7% 7% 7% 17% 17% 17% 8% 8% 8% Adj. Flow (vph) 0 0 0 18 531 202 78 156 0 0 71 149 Shared Lane Traffic (%) Lane Group Flow (vph)0000751002340071149 Turn Type Perm NA Perm NA NA Perm Protected Phases 1 2 2 Permitted Phases 1 2 2 Minimum Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (s) 30.0 30.0 23.0 23.0 23.0 23.0 Total Split (%) 56.6% 56.6% 43.4% 43.4% 43.4% 43.4% Maximum Green (s) 25.0 25.0 18.0 18.0 18.0 18.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 13.0 13.0 13.0 13.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 25.0 18.0 18.0 18.0 Actuated g/C Ratio 0.47 0.34 0.34 0.34 v/c Ratio 0.28 0.51 0.12 0.26 Control Delay (s/veh) 6.4 18.6 12.7 4.2 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 6.4 18.6 12.7 4.2 LOS ABBA Renton HS Replacement Existing Conditions - AM Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay (s/veh) 6.4 18.6 6.9 Approach LOS A B A Queue Length 50th (ft) 27 57 15 0 Queue Length 95th (ft) 38 104 35 26 Internal Link Dist (ft) 90 512 293 562 Turn Bay Length (ft)130 Base Capacity (vph) 2655 463 617 571 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.28 0.51 0.12 0.26 Intersection Summary Area Type: Other Cycle Length: 53 Actuated Cycle Length: 53 Offset: 22.5 (42%), Referenced to phase 1:WBTL, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.51 Intersection Signal Delay (s/veh): 8.9 Intersection LOS: A Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 11: Logan Ave S & S 2nd St Renton HS Replacement Existing Conditions - AM Peak 13: Service Dwy & S Tobin St HCM 7th TWSC Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 60 0 1 43 1 0 Future Vol, veh/h 60 0 1 43 1 0 Conflicting Peds, #/hr 066000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 61 50 25 85 25 25 Heavy Vehicles, %3309100100 Mvmt Flow 98 0 4 51 4 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 104 0 163 104 Stage 1 ----104- Stage 2 ----59- Critical Hdwy - - 4.1 - 7.4 7.2 Critical Hdwy Stg 1 ----6.4- Critical Hdwy Stg 2 ----6.4- Follow-up Hdwy - - 2.2 - 4.4 4.2 Pot Cap-1 Maneuver - - 1500 - 646 739 Stage 1 ----724- Stage 2 ----764- Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1491 - 640 735 Mov Cap-2 Maneuver ----640- Stage 1 ----720- Stage 2 ----762- Approach EB WB NB HCM Ctrl Dly, s/v 0 0.54 10.66 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 640 - - 132 - HCM Lane V/C Ratio 0.006 - - 0.003 - HCM Ctrl Dly (s/v) 10.7 - - 7.4 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - Renton HS Replacement Existing Conditions - AM Peak 14: Logan Ave S & Bus Dwy HCM 7th TWSC Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 11 4 6 306 187 7 Future Vol, veh/h 11 4 6 306 187 7 Conflicting Peds, #/hr 006006 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 54 54 38 77 70 25 Heavy Vehicles, % 87 87 67 2 2 100 Mvmt Flow 20 7 16 397 267 28 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 716 287 301 0 - 0 Stage 1 287----- Stage 2 429----- Critical Hdwy 7.277.074.77--- Critical Hdwy Stg 16.27----- Critical Hdwy Stg 26.27----- Follow-up Hdwy 4.283 4.083 2.803--- Pot Cap-1 Maneuver 294 588 967--- Stage 1 602----- Stage 2 508----- Platoon blocked, % - - - Mov Cap-1 Maneuver 285 584 961--- Mov Cap-2 Maneuver 285----- Stage 1 586----- Stage 2 505----- Approach EB NB SB HCM Ctrl Dly, s/v 16.92 0.34 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 69 - 330 - - HCM Lane V/C Ratio 0.016 - 0.084 - - HCM Ctrl Dly (s/v) 8.8 0 16.9 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0.1 - 0.3 - - Renton HS Replacement Existing Conditions - AM Peak 15: S 2nd St & East Lot Dwy HCM 7th TWSC Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 547 97 0 33 Future Vol, veh/h 0 0 547 97 0 33 Conflicting Peds, #/hr 0 0 0 25 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 85 77 64 64 Heavy Vehicles, %229000 Mvmt Flow 0 0 644 126 0 52 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 410 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - - 0 597 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 582 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 11.78 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 582 HCM Lane V/C Ratio - - 0.089 HCM Ctrl Dly (s/v) - - 11.8 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.3 Renton HS Replacement Existing Conditions - AM Peak 17: S 2nd St & Drop Off Exit HCM 7th TWSC Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 3.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 426 0 0 149 Future Vol, veh/h 0 0 426 0 0 149 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 85 85 69 69 Heavy Vehicles, %229900 Mvmt Flow 0 0 501 0 0 216 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 251 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - 0 0 755 Stage 1 - 0 0 - Stage 2 - 0 0 - Platoon blocked, % - Mov Cap-1 Maneuver - - - 755 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 11.66 HCM LOS B Minor Lane/Major Mvmt WBTSBLn1 Capacity (veh/h) - 755 HCM Lane V/C Ratio - 0.286 HCM Ctrl Dly (s/v) - 11.7 HCM Lane LOS - B HCM 95th %tile Q(veh) - 1.2 Renton HS Replacement Existing Conditions - AM Peak 18: S 2nd St & West Lot Dwy HCM 7th TWSC Renton HS Replacement: Existing Conditions - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 507 68 0 26 Future Vol, veh/h 0 0 507 68 0 26 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 85 85 54 54 Heavy Vehicles, % 2 2 9 13 0 0 Mvmt Flow 0 0 596 80 0 48 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 338 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - - 0 663 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 663 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 10.85 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 663 HCM Lane V/C Ratio - - 0.073 HCM Ctrl Dly (s/v) - - 10.9 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.2 Renton HS Replacement Existing Conditions - Afternoon Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 32 595 65 450 492 242 259 386 611 368 415 30 Future Volume (vph) 32 595 65 450 492 242 259 386 611 368 415 30 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 12 12 11 14 Storage Length (ft) 95 0 370 290 350 0 400 190 Storage Lanes 1 0 1 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 0.97 0.95 0.95 0.97 1.00 1.00 0.97 1.00 1.00 Ped Bike Factor 1.00 1.00 0.99 0.99 0.99 0.99 0.98 Frt 0.985 0.951 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1711 3358 0 3400 3296 0 3319 1801 1583 3400 1783 1672 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1702 3358 0 3377 3296 0 3292 1801 1563 3400 1783 1638 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 6 48 347 109 Link Speed (mph) 30 30 30 30 Link Distance (ft) 659 1200 427 808 Travel Time (s) 15.0 27.3 9.7 18.4 Confl. Peds. (#/hr) 5 6 6 5 5 5 Confl. Bikes (#/hr)1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 2% 2% 2% 3% 3% 3% 2% 2% 2% 3% 3% 3% Adj. Flow (vph) 33 613 67 464 507 249 267 398 630 379 428 31 Shared Lane Traffic (%) Lane Group Flow (vph) 33 680 0 464 756 0 267 398 630 379 428 31 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 62 Detector Phase 74 38 166522 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 10.0 35.0 10.0 36.0 10.0 31.0 31.0 10.0 34.0 34.0 Total Split (s) 20.0 40.0 30.0 45.0 45.0 55.0 55.0 45.0 55.0 55.0 Total Split (%) 11.8% 23.5% 17.6% 26.5% 26.5% 32.4% 32.4% 26.5% 32.4% 32.4% Maximum Green (s) 15.0 35.0 25.0 40.0 40.0 50.0 50.0 40.0 50.0 50.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None None Min Min None Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 23.0 24.0 19.0 19.0 22.0 22.0 Pedestrian Calls (#/hr) 6 5 0 0 5 5 Act Effct Green (s) 7.4 33.3 23.1 54.1 21.6 38.9 38.9 20.2 37.5 37.5 Renton HS Replacement Existing Conditions - Afternoon Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.05 0.24 0.17 0.40 0.16 0.29 0.29 0.15 0.28 0.28 v/c Ratio 0.36 0.82 0.81 0.57 0.51 0.77 0.91 0.75 0.87 0.06 Control Delay (s/veh) 79.0 59.4 68.0 35.5 57.4 56.2 38.9 67.2 67.1 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 79.0 59.4 68.0 35.5 57.4 56.2 38.9 67.2 67.1 0.2 LOS EE ED EEDEEA Approach Delay (s/veh) 60.3 47.8 48.0 64.7 Approach LOS E D D E Queue Length 50th (ft) 30 316 216 283 118 337 289 177 384 0 Queue Length 95th (ft) 71 #468 #328 416 177 486 #546 247 532 0 Internal Link Dist (ft) 579 1120 347 728 Turn Bay Length (ft) 95 370 350 400 190 Base Capacity (vph) 193 891 641 1338 1002 680 805 1026 673 686 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.17 0.76 0.72 0.57 0.27 0.59 0.78 0.37 0.64 0.05 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 136.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay (s/veh): 53.5 Intersection LOS: D Intersection Capacity Utilization 80.6% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Rainier Ave S & Airport Way Renton HS Replacement Existing Conditions - Afternoon Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 56 1532 28 26 1175 27 47 13 30 91 14 28 Future Volume (vph) 56 1532 28 26 1175 27 47 13 30 91 14 28 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 11 12 12 11 11 12 12 12 12 12 11 Storage Length (ft) 200 0 160 70 0 0 0 0 Storage Lanes 1 0 0 1 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 0.91 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 0.95 0.99 0.97 Frt 0.997 0.850 0.955 0.850 Flt Protected 0.950 0.950 0.975 0.958 Satd. Flow (prot) 1770 4899 0 1770 3421 1531 0 1566 0 0 1785 1531 Flt Permitted 0.123 0.137 0.778 0.766 Satd. Flow (perm) 229 4899 0 255 3421 1452 0 1242 0 0 1427 1489 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 3 78 78 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1200 866 176 149 Travel Time (s) 27.3 19.7 4.0 3.4 Confl. Peds. (#/hr) 12 2 2 12 10 10 Confl. Bikes (#/hr) 1 2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 13% 13% 13% 2% 2% 2% Adj. Flow (vph) 60 1630 30 28 1250 29 50 14 32 97 15 30 Shared Lane Traffic (%) Lane Group Flow (vph) 60 1660 0 28 1250 29 0 96 0 0 112 30 Turn Type D.P+P NA Perm NA Perm Perm NA Perm NA Perm Protected Phases 5 2684 Permitted Phases 6 6 6 8 4 4 Detector Phase 52 66688 444 Switch Phase 6 Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 20.0 10.0 10.0 10.0 10.0 10.0 33.0 33.0 33.0 Total Split (s) 30.0 30.0 30.0 30.0 30.0 30.0 30.0 31.0 31.0 31.0 Total Split (%) 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 24.6% 24.6% 24.6% Maximum Green (s) 25.0 25.0 25.0 25.0 25.0 25.0 25.0 26.0 26.0 26.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min Min Min Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 8.0 21.0 21.0 21.0 Pedestrian Calls (#/hr) 2 10 10 10 Act Effct Green (s) 36.1 40.3 34.0 34.0 34.0 11.4 11.5 11.5 Renton HS Replacement Existing Conditions - Afternoon Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group Ø9 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 35.0 Total Split (s) 35.0 Total Split (%) 28% Maximum Green (s) 33.0 Yellow Time (s) 2.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Recall Mode None Walk Time (s) 5.0 Flash Don't Walk (s) 28.0 Pedestrian Calls (#/hr) 5 Act Effct Green (s) Renton HS Replacement Existing Conditions - Afternoon Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.58 0.64 0.54 0.54 0.54 0.18 0.18 0.18 v/c Ratio 0.21 0.52 0.20 0.67 0.04 0.42 0.43 0.09 Control Delay (s/veh) 14.3 13.4 29.5 21.7 0.1 31.7 30.8 0.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 14.3 13.4 29.5 21.7 0.1 31.7 30.8 0.5 LOS B B C C A C C A Approach Delay (s/veh) 13.5 21.4 31.7 24.4 Approach LOS B C C C Queue Length 50th (ft) 6 84 5 169 0 28 33 0 Queue Length 95th (ft) 59 #538 #61 #824 0 106 119 0 Internal Link Dist (ft) 1120 786 96 69 Turn Bay Length (ft) 200 160 70 Base Capacity (vph) 835 4371 138 1860 825 584 671 742 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.07 0.38 0.20 0.67 0.04 0.16 0.17 0.04 Intersection Summary Area Type: Other Cycle Length: 126 Actuated Cycle Length: 62.5 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay (s/veh): 17.7 Intersection LOS: B Intersection Capacity Utilization 62.3% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Shattuck Ave S & Airport Way Renton HS Replacement Existing Conditions - Afternoon Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 1583 103 56 256 190 1168 Future Volume (vph) 1583 103 56 256 190 1168 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 12 12 11 11 12 Storage Length (ft) 0 0 150 0 Storage Lanes 3 0 1 2 Taper Length (ft) 25 25 Lane Util. Factor 0.94 0.91 1.00 1.00 1.00 0.88 Ped Bike Factor 1.00 1.00 0.99 Frt 0.991 Flt Protected 0.950 Satd. Flow (prot) 5023 0 1719 1749 1766 3215 Flt Permitted 0.950 Satd. Flow (perm) 5023 0 1715 1749 1766 3173 Right Turn on Red Yes Yes Satd. Flow (RTOR) 14 1217 Link Speed (mph) 30 30 30 Link Distance (ft) 866 180 687 Travel Time (s) 19.7 4.1 15.6 Confl. Peds. (#/hr) 4 2 2 Confl. Bikes (#/hr) 2 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 2% 2% 5% 5% 4% 4% Adj. Flow (vph) 1649 107 58 267 198 1217 Shared Lane Traffic (%) Lane Group Flow (vph) 1756 0 58 267 198 1217 Turn Type Prot Prot NA NA Free Protected Phases 3 2 5 1 Permitted Phases Free Detector Phase 3 2 5 1 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 5.0 Minimum Split (s) 28.0 11.0 11.0 11.0 Total Split (s) 56.0 21.0 46.0 21.0 Total Split (%) 54.9% 20.6% 45.1% 20.6% Maximum Green (s) 50.0 15.0 40.0 15.0 Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 4.0 4.5 4.0 Recall Mode Min None None None Walk Time (s) 7.0 Flash Don't Walk (s) 15.0 Pedestrian Calls (#/hr) 4 Act Effct Green (s) 48.0 9.4 26.8 14.7 87.1 Renton HS Replacement Existing Conditions - Afternoon Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBR NBL NBT SBT SBR Actuated g/C Ratio 0.55 0.11 0.31 0.17 1.00 v/c Ratio 0.63 0.31 0.50 0.67 0.38 Control Delay (s/veh) 15.5 42.9 28.0 48.9 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 15.5 42.9 28.0 48.9 0.4 LOS B D C D A Approach Delay (s/veh) 15.5 30.7 7.1 Approach LOS B C A Queue Length 50th (ft) 240 32 122 111 0 Queue Length 95th (ft) 310 70 195 #213 0 Internal Link Dist (ft) 786 100 607 Turn Bay Length (ft) 150 Base Capacity (vph) 2963 384 823 311 3173 Starvation Cap Reductn 0 0000 Spillback Cap Reductn 0 0000 Storage Cap Reductn 0 0000 Reduced v/c Ratio 0.59 0.15 0.32 0.64 0.38 Intersection Summary Area Type: Other Cycle Length: 102 Actuated Cycle Length: 87.1 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay (s/veh): 13.5 Intersection LOS: B Intersection Capacity Utilization 61.5% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Logan Ave S & Airport Way Renton HS Replacement Existing Conditions - Afternoon Peak 5: Rainier Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 1.5 Movement WBU WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 11 49 1303 41 3 920 Future Vol, veh/h 1 11 49 1303 41 3 920 Conflicting Peds, #/hr 0100660 Sign Control Stop Stop Stop Free Free Free Free RT Channelized - - None - None - None Storage Length - 0 ----- Veh in Median Storage, # - 0 - 0 - - 0 Grade, % - 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 95 Heavy Vehicles, %2222233 Mvmt Flow 1 12 52 1372 43 3 968 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 0 2375 713 0 0 1421 0 Stage 1 0 1399----- Stage 2 0 976----- Critical Hdwy - 6.63 6.93 - - 4.145 - Critical Hdwy Stg 1 -5.83----- Critical Hdwy Stg 2 -5.43----- Follow-up Hdwy - 3.519 3.319 - -2.2285 - Pot Cap-1 Maneuver 0 33 375 - - 473 - Stage 1 0 195----- Stage 2 0 364----- Platoon blocked, % - - - - Mov Cap-1 Maneuver 0 32 372 - - 469 - Mov Cap-2 Maneuver 0 32 ----- Stage 1 0 193----- Stage 2 0 359----- Approach WB NB SB HCM Ctrl Dly, s/v 58.27 0 0.04 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 127 6 - HCM Lane V/C Ratio - - 0.496 0.007 - HCM Ctrl Dly (s/v) - - 58.3 12.7 0 HCM Lane LOS - - F B A HCM 95th %tile Q(veh) - - 2.3 0 - Renton HS Replacement Existing Conditions - Afternoon Peak 6: Lake Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 8.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 43 30 68 37 6 17 60 35 14 49 18 Future Vol, veh/h 9 43 30 68 37 6 17 60 35 14 49 18 Conflicting Peds, #/hr 208802401104 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 84 84 84 74 74 74 68 68 68 Heavy Vehicles, %222111000111 Mvmt Flow 11 51 35 81 44 7 23 81 47 21 72 26 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 53 0 0 94 0 0 343 313 77 325 327 54 Stage 1 ------9797-212212- Stage 2 ------246215-113115- Critical Hdwy 4.12 - - 4.11 - - 7.1 6.5 6.2 7.11 6.51 6.21 Critical Hdwy Stg 1 ------6.15.5-6.115.51- Critical Hdwy Stg 2 ------6.15.5-6.115.51- Follow-up Hdwy 2.218 - - 2.209 - - 3.5 4 3.3 3.509 4.009 3.309 Pot Cap-1 Maneuver 1552 - - 1507 - - 615 606 989 630 593 1016 Stage 1 ------914818-793729- Stage 2 ------762728-894802- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1550 - - 1495 - - 486 563 981 484 551 1011 Mov Cap-2 Maneuver ------486563-484551- Stage 1 ------901806-747687- Stage 2 ------625687-759790- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.81 4.62 12.48 12.52 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 632 183 - - 1073 - - 597 HCM Lane V/C Ratio 0.24 0.007 - - 0.054 - - 0.199 HCM Ctrl Dly (s/v) 12.5 7.3 0 - 7.5 0 - 12.5 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.9 0 - - 0.2 - - 0.7 Renton HS Replacement Existing Conditions - Afternoon Peak 7: RHS NW Dwy/Shattuck Ave S & S Tobin St HCM 7th AWSC Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Intersection Delay, s/veh 8.4 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3654 9 42718 23639261882 Future Vol, veh/h 3654 9 42718 23639261882 Peak Hour Factor 0.79 0.79 0.79 0.89 0.89 0.89 0.44 0.44 0.44 0.89 0.89 0.89 Heavy Vehicles, %444888121212222 Mvmt Flow 46 68 11 4 30 20 5 82 89 29 20 92 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay, s/veh 8.7 8.1 8.6 8.1 HCM LOSAAAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 3% 36% 8% 21% Vol Thru, % 47% 55% 55% 14% Vol Right, % 51% 9% 37% 65% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 77 99 49 126 LT Vol 2 36 4 26 Through Vol 36 54 27 18 RT Vol 39 9 18 82 Lane Flow Rate 175 125 55 142 Geometry Grp 1111 Degree of Util (X) 0.214 0.165 0.072 0.166 Departure Headway (Hd) 4.392 4.749 4.687 4.214 Convergence, Y/N Yes Yes Yes Yes Cap 817 754 763 851 Service Time 2.418 2.781 2.722 2.242 HCM Lane V/C Ratio 0.214 0.166 0.072 0.167 HCM Control Delay, s/veh 8.6 8.7 8.1 8.1 HCM Lane LOS AAAA HCM 95th-tile Q 0.8 0.6 0.2 0.6 Renton HS Replacement Existing Conditions - Afternoon Peak 8: Logan Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 4.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 2 73 3 4 36 27 258 3 10 344 22 Future Vol, veh/h 50 2 73 3 4 36 27 258 3 10 344 22 Conflicting Peds, #/hr 1 0 28 28 0 1 9 0 29 29 0 9 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 80 80 80 98 98 98 78 78 78 82 82 82 Heavy Vehicles, %555222666777 Mvmt Flow 63 3 91 3 4 37 35 331 4 12 420 27 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 869 899 470 904 911 363 455 0 0 364 0 0 Stage 1 466 466 - 431 431 ------- Stage 2 403 433 - 473 480 ------- Critical Hdwy 7.15 6.55 6.25 7.12 6.52 6.22 4.16 - - 4.17 - - Critical Hdwy Stg 16.155.55-6.125.52------- Critical Hdwy Stg 26.155.55-6.125.52------- Follow-up Hdwy 3.545 4.045 3.345 3.518 4.018 3.318 2.254 - - 2.263 - - Pot Cap-1 Maneuver 269 275 587 258 274 682 1085 - - 1168 - - Stage 1 571 557 - 603 583 ------- Stage 2 618 577 - 572 555 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 234 249 566 190 248 656 1075 - - 1125 - - Mov Cap-2 Maneuver 234 249 - 190 248 ------- Stage 1 557 544 - 558 539 ------- Stage 2 556 533 - 458 541 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 22.74 12.97 0.79 0.22 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 168 - - 357 496 47 - - HCM Lane V/C Ratio 0.032 - - 0.438 0.089 0.011 - - HCM Ctrl Dly (s/v) 8.5 0 - 22.7 13 8.2 0 - HCM Lane LOS A A - C B A A - HCM 95th %tile Q(veh) 0.1 - - 2.2 0.3 0 - - Renton HS Replacement Existing Conditions - Afternoon Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group WBL WBR NBT NBR SBL SBT Ø3 Lane Configurations Traffic Volume (vph) 372 233 1089 0 0 1080 Future Volume (vph) 372 233 1089 0 0 1080 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 11 Lane Util. Factor 0.97 0.88 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 3224 2617 3421 0 0 3388 Flt Permitted 0.950 Satd. Flow (perm) 3224 2617 3421 0 0 3388 Right Turn on Red Yes Yes Satd. Flow (RTOR) 243 Link Speed (mph) 30 30 30 Link Distance (ft) 415 456 920 Travel Time (s) 9.4 10.4 20.9 Confl. Peds. (#/hr) 7 3 3 Confl. Bikes (#/hr) 1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 5% 5% 2% 2% 3% 3% Adj. Flow (vph) 388 243 1134 0 0 1125 Shared Lane Traffic (%) Lane Group Flow (vph) 388 243 1134 0 0 1125 Turn Type Prot Prot NA NA Protected Phases 7 4 2 6 3 Permitted Phases Detector Phase 7 4 2 6 Switch Phase Minimum Initial (s) 7.0 10.0 7.0 7.0 1.0 Minimum Split (s) 13.0 16.0 30.0 13.0 23.0 Total Split (s) 46.0 46.0 56.0 56.0 23.0 Total Split (%) 36.8% 36.8% 44.8% 44.8% 18% Maximum Green (s) 40.0 40.0 50.0 50.0 21.0 Yellow Time (s) 5.0 5.0 5.0 5.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 0.2 Recall Mode None None Min Min None Walk Time (s) 7.0 3.0 Flash Don't Walk (s) 17.0 18.0 Pedestrian Calls (#/hr) 3 7 Act Effct Green (s) 15.5 12.6 25.4 25.4 Actuated g/C Ratio 0.29 0.23 0.47 0.47 v/c Ratio 0.42 0.30 0.70 0.70 Control Delay (s/veh) 17.6 5.8 14.7 14.7 Renton HS Replacement Existing Conditions - Afternoon Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group WBL WBR NBT NBR SBL SBT Ø3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 17.6 5.8 14.7 14.7 LOS B A B B Approach Delay (s/veh) 13.0 14.7 14.7 Approach LOS B B B Queue Length 50th (ft) 46 0 117 116 Queue Length 95th (ft) 108 36 314 314 Internal Link Dist (ft) 335 376 840 Turn Bay Length (ft) Base Capacity (vph) 3051 2123 3087 3057 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.13 0.11 0.37 0.37 Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 53.9 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay (s/veh): 14.4 Intersection LOS: B Intersection Capacity Utilization 50.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 9: Rainier Ave S & S 2nd St Renton HS Replacement Existing Conditions - Afternoon Peak 10: S 2nd St & Lake Ave S HCM 7th TWSC Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 2.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 594 109 0 141 Future Vol, veh/h 0 0 594 109 0 141 Conflicting Peds, #/hr 7007101 Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 25 25 82 82 82 82 Heavy Vehicles, %007700 Mvmt Flow 0 0 724 133 0 172 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 437 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 7.1 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.9 Pot Cap-1 Maneuver - - 0 490 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 485 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 16.43 HCM LOS C Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 485 HCM Lane V/C Ratio - - 0.354 HCM Ctrl Dly (s/v) - - 16.4 HCM Lane LOS - - C HCM 95th %tile Q(veh) - - 1.6 Renton HS Replacement Existing Conditions - Afternoon Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 46 459 172 33 108 0 0 263 151 Future Volume (vph) 0 0 0 46 459 172 33 108 0 0 263 151 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 10 12 12 11 12 12 13 11 Storage Length (ft) 0 0 0 0 0 0 0 130 Storage Lanes 0 0 0 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.86 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.98 0.99 0.95 Frt 0.962 0.850 Flt Protected 0.997 0.989 Satd. Flow (prot) 00005447 0 0 1607 0 0 1835 1459 Flt Permitted 0.997 0.886 Satd. Flow (perm) 00005435 0 0 1430 0 0 1835 1379 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 179 157 Link Speed (mph) 30 30 30 30 Link Distance (ft) 170 592 373 642 Travel Time (s) 3.9 13.5 8.5 14.6 Confl. Peds. (#/hr) 53 23 23 53 55 27 27 55 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 0% 0% 0% 5% 5% 5% 13% 13% 13% 7% 7% 7% Adj. Flow (vph) 0 0 0 48 478 179 34 113 0 0 274 157 Shared Lane Traffic (%) Lane Group Flow (vph)00007050014700274157 Turn Type Perm NA Perm NA NA Perm Protected Phases 1 2 2 Permitted Phases 1 2 2 Minimum Split (s) 26.0 26.0 26.0 26.0 26.0 26.0 Total Split (s) 30.0 30.0 23.0 23.0 23.0 23.0 Total Split (%) 56.6% 56.6% 43.4% 43.4% 43.4% 43.4% Maximum Green (s) 25.0 25.0 18.0 18.0 18.0 18.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 13.0 13.0 13.0 13.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 25.0 18.0 18.0 18.0 Actuated g/C Ratio 0.47 0.34 0.34 0.34 v/c Ratio 0.27 0.30 0.44 0.27 Control Delay (s/veh) 6.5 15.1 16.4 4.2 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 6.5 15.1 16.4 4.2 LOS ABBA Renton HS Replacement Existing Conditions - Afternoon Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay (s/veh) 6.5 15.1 11.9 Approach LOS A B B Queue Length 50th (ft) 25 33 65 0 Queue Length 95th (ft) 40 70 120 31 Internal Link Dist (ft) 90 512 293 562 Turn Bay Length (ft)130 Base Capacity (vph) 2658 485 623 572 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.27 0.30 0.44 0.27 Intersection Summary Area Type: Other Cycle Length: 53 Actuated Cycle Length: 53 Offset: 0 (0%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 55 Control Type: Pretimed Maximum v/c Ratio: 0.44 Intersection Signal Delay (s/veh): 9.3 Intersection LOS: A Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 11: Logan Ave S & S 2nd St Renton HS Replacement Existing Conditions - Afternoon Peak 13: Service Dwy & S Tobin St HCM 7th TWSC Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 112 2 3 47 3 5 Future Vol, veh/h 112 2 3 47 3 5 Conflicting Peds, #/hr 066000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 79 50 75 89 67 67 Heavy Vehicles, % 3 0 33800 Mvmt Flow 142 4 4 53 4 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 152 0 211 150 Stage 1 ----150- Stage 2 ----61- Critical Hdwy - - 4.43 - 6.4 6.2 Critical Hdwy Stg 1 ----5.4- Critical Hdwy Stg 2 ----5.4- Follow-up Hdwy - - 2.497 - 3.5 3.3 Pot Cap-1 Maneuver - - 1260 - 782 902 Stage 1 ----883- Stage 2 ----967- Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1253 - 775 897 Mov Cap-2 Maneuver ----775- Stage 1 ----878- Stage 2 ----964- Approach EB WB NB HCM Ctrl Dly, s/v 0 0.56 9.31 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 847 - - 127 - HCM Lane V/C Ratio 0.014 - - 0.003 - HCM Ctrl Dly (s/v) 9.3 - - 7.9 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - Renton HS Replacement Existing Conditions - Afternoon Peak 14: Logan Ave S & Bus Dwy HCM 7th TWSC Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 10 4 2 278 411 9 Future Vol, veh/h 10 4 2 278 411 9 Conflicting Peds, #/hr 009009 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 35 35 50 78 82 28 Heavy Vehicles, % 100 100067100 Mvmt Flow 29 11 4 356 501 32 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 891 526 542 0 - 0 Stage 1 526----- Stage 2 364----- Critical Hdwy 7.4 7.2 4.1 - - - Critical Hdwy Stg 16.4----- Critical Hdwy Stg 26.4----- Follow-up Hdwy 4.4 4.2 2.2 - - - Pot Cap-1 Maneuver 215 400 1037--- Stage 1 435----- Stage 2 530----- Platoon blocked, % - - - Mov Cap-1 Maneuver 211 397 1028--- Mov Cap-2 Maneuver 211----- Stage 1 429----- Stage 2 526----- Approach EB NB SB HCM Ctrl Dly, s/v 22.7 0.09 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 20 - 243 - - HCM Lane V/C Ratio 0.004 - 0.165 - - HCM Ctrl Dly (s/v) 8.5 0 22.7 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.6 - - Renton HS Replacement Existing Conditions - Afternoon Peak 15: S 2nd St & East Lot Dwy HCM 7th TWSC Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 3.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 603 40 0 98 Future Vol, veh/h 0 0 603 40 0 98 Conflicting Peds, #/hr 0 0 0 53 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 96 63 42 42 Heavy Vehicles, %227000 Mvmt Flow 0 0 628 63 0 233 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 399 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - - 0 606 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 576 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 15.45 HCM LOS C Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 576 HCM Lane V/C Ratio - - 0.405 HCM Ctrl Dly (s/v) - - 15.4 HCM Lane LOS - - C HCM 95th %tile Q(veh) - - 2 Renton HS Replacement Existing Conditions - Afternoon Peak 17: S 2nd St & Drop Off Exit HCM 7th TWSC Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 663 0 0 42 Future Vol, veh/h 0 0 663 0 0 42 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 96 96 50 50 Heavy Vehicles, %227700 Mvmt Flow 0 0 691 0 0 84 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 345 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - 0 0 657 Stage 1 - 0 0 - Stage 2 - 0 0 - Platoon blocked, % - Mov Cap-1 Maneuver - - - 657 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 11.29 HCM LOS B Minor Lane/Major Mvmt WBTSBLn1 Capacity (veh/h) - 657 HCM Lane V/C Ratio - 0.128 HCM Ctrl Dly (s/v) - 11.3 HCM Lane LOS - B HCM 95th %tile Q(veh) - 0.4 Renton HS Replacement Existing Conditions - Afternoon Peak 18: S 2nd St & West Lot Dwy HCM 7th TWSC Renton HS Replacement: Existing Conditions - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 669 36 0 28 Future Vol, veh/h 0 0 669 36 0 28 Conflicting Peds, #/hr 000500 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 96 60 44 44 Heavy Vehicles, %227844 Mvmt Flow 0 0 697 60 0 64 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 383 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.98 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.34 Pot Cap-1 Maneuver - - 0 609 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 606 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 11.63 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 606 HCM Lane V/C Ratio - - 0.105 HCM Ctrl Dly (s/v) - - 11.6 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.3 Renton HS Replacement Existing Conditions - PM Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 22 641 59 289 549 290 300 414 403 524 452 19 Future Volume (vph) 22 641 59 289 549 290 300 414 403 524 452 19 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 12 12 11 14 Storage Length (ft) 95 0 370 290 350 0 400 190 Storage Lanes 1 0 1 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 0.97 0.95 0.95 0.97 1.00 1.00 0.97 1.00 1.00 Ped Bike Factor 0.99 1.00 1.00 0.99 0.99 0.98 Frt 0.987 0.948 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1728 3402 0 3467 3343 0 3351 1818 1599 3433 1801 1689 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1718 3402 0 3456 3343 0 3331 1818 1599 3433 1801 1657 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 5 55 312 109 Link Speed (mph) 30 30 30 30 Link Distance (ft) 659 1200 427 808 Travel Time (s) 15.0 27.3 9.7 18.4 Confl. Peds. (#/hr) 7 3 3 7 4 4 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 2% 2% 2% Adj. Flow (vph) 23 661 61 298 566 299 309 427 415 540 466 20 Shared Lane Traffic (%) Lane Group Flow (vph) 23 722 0 298 865 0 309 427 415 540 466 20 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 62 Detector Phase 74 38 166522 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 10.0 35.0 10.0 36.0 10.0 31.0 31.0 10.0 34.0 34.0 Total Split (s) 20.0 40.0 30.0 45.0 45.0 55.0 55.0 45.0 55.0 55.0 Total Split (%) 11.8% 23.5% 17.6% 26.5% 26.5% 32.4% 32.4% 26.5% 32.4% 32.4% Maximum Green (s) 15.0 35.0 25.0 40.0 40.0 50.0 50.0 40.0 50.0 50.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None None Min Min None Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 23.0 24.0 19.0 19.0 22.0 22.0 Pedestrian Calls (#/hr) 3 7 0 0 4 4 Act Effct Green (s) 6.6 35.8 16.7 50.7 24.3 37.8 37.8 26.7 40.3 40.3 Actuated g/C Ratio 0.05 0.26 0.12 0.37 0.18 0.27 0.27 0.19 0.29 0.29 Renton HS Replacement Existing Conditions - PM Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.28 0.81 0.71 0.68 0.52 0.86 0.62 0.81 0.88 0.04 Control Delay (s/veh) 78.4 57.8 69.6 41.3 55.7 65.3 15.6 64.4 66.5 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 78.4 57.8 69.6 41.3 55.7 65.3 15.6 64.4 66.5 0.1 LOS EE ED EEBEEA Approach Delay (s/veh) 58.5 48.6 44.8 64.1 Approach LOS E D D E Queue Length 50th (ft) 20 322 134 343 130 359 72 240 394 0 Queue Length 95th (ft) 58 #555 212 525 198 562 208 348 #662 0 Internal Link Dist (ft) 579 1120 347 728 Turn Bay Length (ft) 95 370 350 400 190 Base Capacity (vph) 192 888 644 1267 996 675 790 1020 669 684 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.12 0.81 0.46 0.68 0.31 0.63 0.53 0.53 0.70 0.03 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 137.5 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay (s/veh): 53.2 Intersection LOS: D Intersection Capacity Utilization 82.5% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Rainier Ave S & Airport Way Renton HS Replacement Existing Conditions - PM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 9 1572 10 9 1058 20 19 3 10 41 6 19 Future Volume (vph) 9 1572 10 9 1058 20 19 3 10 41 6 19 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 11 12 12 11 11 12 12 12 12 12 11 Storage Length (ft) 200 0 160 70 0 0 0 0 Storage Lanes 1 0 0 1 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 0.91 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 0.96 0.99 0.98 Frt 0.999 0.850 0.959 0.850 Flt Protected 0.950 0.950 0.971 0.958 Satd. Flow (prot) 1787 4959 0 1770 3421 1531 0 1762 0 0 1820 1561 Flt Permitted 0.210 0.140 0.787 0.729 Satd. Flow (perm) 395 4959 0 261 3421 1471 0 1425 0 0 1385 1536 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 1 78 78 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1200 866 176 149 Travel Time (s) 27.3 19.7 4.0 3.4 Confl. Peds. (#/hr) 4 1 1 4 3 3 Confl. Bikes (#/hr) 5 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 0% 0% 0% 0% 0% 0% Adj. Flow (vph) 9 1621 10 9 1091 21 20 3 10 42 6 20 Shared Lane Traffic (%) Lane Group Flow (vph) 9 1631 0 9 1091 21 0 33 0 0 48 20 Turn Type D.P+P NA Perm NA Perm Perm NA Perm NA Perm Protected Phases 5 2684 Permitted Phases 6 6 6 8 4 4 Detector Phase 52 66688 444 Switch Phase 6 Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 20.0 10.0 10.0 10.0 10.0 10.0 33.0 33.0 33.0 Total Split (s) 30.0 30.0 30.0 30.0 30.0 30.0 30.0 31.0 31.0 31.0 Total Split (%) 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 24.6% 24.6% 24.6% Maximum Green (s) 25.0 25.0 25.0 25.0 25.0 25.0 25.0 26.0 26.0 26.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min Min Min Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 8.0 21.0 21.0 21.0 Pedestrian Calls (#/hr) 1 3 3 3 Act Effct Green (s) 40.1 43.3 42.1 42.1 42.1 8.7 8.9 8.9 Renton HS Replacement Existing Conditions - PM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group Ø9 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 35.0 Total Split (s) 35.0 Total Split (%) 28% Maximum Green (s) 33.0 Yellow Time (s) 2.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Recall Mode None Walk Time (s) 5.0 Flash Don't Walk (s) 28.0 Pedestrian Calls (#/hr) 5 Act Effct Green (s) Renton HS Replacement Existing Conditions - PM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.68 0.73 0.71 0.71 0.71 0.15 0.15 0.15 v/c Ratio 0.02 0.45 0.05 0.45 0.02 0.16 0.23 0.07 Control Delay (s/veh) 13.9 11.9 20.0 14.8 0.1 25.8 26.9 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 13.9 11.9 20.0 14.8 0.1 25.8 26.9 0.4 LOS BB BBA C CA Approach Delay (s/veh) 11.9 14.6 25.8 19.1 Approach LOS B B C B Queue Length 50th (ft) 1 62 1 59 0 9 14 0 Queue Length 95th (ft) 16 #533 20 #666 0 43 58 0 Internal Link Dist (ft) 1120 786 96 69 Turn Bay Length (ft) 200 160 70 Base Capacity (vph) 932 4469 186 2434 1069 709 689 803 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.01 0.36 0.05 0.45 0.02 0.05 0.07 0.02 Intersection Summary Area Type: Other Cycle Length: 126 Actuated Cycle Length: 59.2 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.45 Intersection Signal Delay (s/veh): 13.3 Intersection LOS: B Intersection Capacity Utilization 51.9% ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Shattuck Ave S & Airport Way Renton HS Replacement Existing Conditions - PM Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 1505 132 56 160 138 1030 Future Volume (vph) 1505 132 56 160 138 1030 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 12 12 11 11 12 Storage Length (ft) 0 0 150 0 Storage Lanes 3 0 1 2 Taper Length (ft) 25 25 Lane Util. Factor 0.94 0.91 1.00 1.00 1.00 0.88 Ped Bike Factor 1.00 Frt 0.988 Flt Protected 0.950 Satd. Flow (prot) 5057 0 1719 1749 1801 3278 Flt Permitted 0.950 Satd. Flow (perm) 5057 0 1719 1749 1801 3278 Right Turn on Red Yes Yes Satd. Flow (RTOR) 20 1062 Link Speed (mph) 30 30 30 Link Distance (ft) 866 180 687 Travel Time (s) 19.7 4.1 15.6 Confl. Peds. (#/hr) 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 1% 1% 5% 5% 2% 2% Adj. Flow (vph) 1552 136 58 165 142 1062 Shared Lane Traffic (%) Lane Group Flow (vph) 1688 0 58 165 142 1062 Turn Type Prot Prot NA NA Free Protected Phases 3 2 5 1 Permitted Phases Free Detector Phase 3 2 5 1 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 5.0 Minimum Split (s) 28.0 11.0 11.0 11.0 Total Split (s) 56.0 21.0 46.0 21.0 Total Split (%) 54.9% 20.6% 45.1% 20.6% Maximum Green (s) 50.0 15.0 40.0 15.0 Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 4.0 4.5 4.0 Recall Mode Min None None None Walk Time (s) 7.0 Flash Don't Walk (s) 15.0 Pedestrian Calls (#/hr) 1 Act Effct Green (s) 48.6 9.4 24.9 12.8 85.8 Actuated g/C Ratio 0.57 0.11 0.29 0.15 1.00 Renton HS Replacement Existing Conditions - PM Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBR NBL NBT SBT SBR v/c Ratio 0.59 0.31 0.32 0.53 0.32 Control Delay (s/veh) 14.2 42.5 25.1 43.8 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 14.2 42.5 25.1 43.8 0.3 LOS B D C D A Approach Delay (s/veh) 14.2 29.6 5.4 Approach LOS B C A Queue Length 50th (ft) 213 31 71 77 0 Queue Length 95th (ft) 291 70 122 141 0 Internal Link Dist (ft) 786 100 607 Turn Bay Length (ft) 150 Base Capacity (vph) 3033 390 837 323 3278 Starvation Cap Reductn 0 0000 Spillback Cap Reductn 0 0000 Storage Cap Reductn 0 0000 Reduced v/c Ratio 0.56 0.15 0.20 0.44 0.32 Intersection Summary Area Type: Other Cycle Length: 102 Actuated Cycle Length: 85.8 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.59 Intersection Signal Delay (s/veh): 11.9 Intersection LOS: B Intersection Capacity Utilization 57.8% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Logan Ave S & Airport Way Renton HS Replacement Existing Conditions - PM Peak 5: Rainier Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 21 1127 42 4 768 Future Vol, veh/h 0 21 1127 42 4 768 Conflicting Peds, #/hr 000220 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 88 88 94 94 88 88 Heavy Vehicles, %001122 Mvmt Flow 0 24 1199 45 5 873 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2105 624 0 0 1246 0 Stage 1 1223----- Stage 2 882----- Critical Hdwy 6.6 6.9 - - 4.13 - Critical Hdwy Stg 15.8----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.3 - - 2.219 - Pot Cap-1 Maneuver 51 433 - - 557 - Stage 1 245----- Stage 2 408----- Platoon blocked, % - - - Mov Cap-1 Maneuver 50 432 - - 555 - Mov Cap-2 Maneuver 50 ----- Stage 1 244----- Stage 2 402----- Approach WB NB SB HCM Ctrl Dly, s/v 13.82 0 0.06 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 432 9 - HCM Lane V/C Ratio - - 0.055 0.008 - HCM Ctrl Dly (s/v) - - 13.8 11.5 0 HCM Lane LOS - - B B A HCM 95th %tile Q(veh) - - 0.2 0 - Renton HS Replacement Existing Conditions - PM Peak 6: Lake Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 5.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 39 28 10 21 0 11 43 19 3 17 6 Future Vol, veh/h 5 39 28 10 21 0 11 43 19 3 17 6 Conflicting Peds, #/hr 201102400004 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 82 82 82 70 70 70 76 76 76 54 54 54 Heavy Vehicles, %444000333000 Mvmt Flow 6 48 34 14 30 0 14 57 25 6 31 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 32 0 0 83 0 0 156 138 66 149 155 36 Stage 1 ------7878-6161- Stage 2 ------7861-8895- Critical Hdwy 4.14 - - 4.1 - - 7.13 6.53 6.23 7.1 6.5 6.2 Critical Hdwy Stg 1 ------6.135.53-6.15.5- Critical Hdwy Stg 2 ------6.135.53-6.15.5- Follow-up Hdwy 2.236 - - 2.2 - - 3.527 4.027 3.327 3.5 4 3.3 Pot Cap-1 Maneuver 1567 - - 1527 - - 808 751 995 824 740 1042 Stage 1 ------929828-956848- Stage 2 ------928842-924820- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1565 - - 1526 - - 751 739 995 731 728 1037 Mov Cap-2 Maneuver ------751739-731728- Stage 1 ------924824-945839- Stage 2 ------872833-836816- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.51 2.38 10.16 9.9 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 794 115 - - 581 - - 782 HCM Lane V/C Ratio 0.121 0.004 - - 0.009 - - 0.062 HCM Ctrl Dly (s/v) 10.2 7.3 0 - 7.4 0 - 9.9 HCM Lane LOS B A A - A A - A HCM 95th %tile Q(veh) 0.4 0 - - 0 - - 0.2 Renton HS Replacement Existing Conditions - PM Peak 7: RHS NW Dwy/Shattuck Ave S & S Tobin St HCM 7th AWSC Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Intersection Delay, s/veh 7.4 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 204256182215125013 Future Vol, veh/h 204256182215125013 Peak Hour Factor 0.81 0.81 0.81 0.83 0.83 0.83 0.75 0.75 0.75 0.67 0.67 0.67 Heavy Vehicles, %333555000000 Mvmt Flow 255267222717137019 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay, s/veh 7.6 7.2 7.2 7.4 HCM LOSAAAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 14% 30% 13% 66% Vol Thru, % 71% 63% 39% 0% Vol Right, % 14% 7% 48% 34% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 7 67 46 38 LT Vol 1 20 6 25 Through Vol 5 42 18 0 RT Vol 1 5 22 13 Lane Flow Rate 9 83 55 57 Geometry Grp 1111 Degree of Util (X) 0.011 0.095 0.06 0.064 Departure Headway (Hd) 4.126 4.121 3.901 4.072 Convergence, Y/N Yes Yes Yes Yes Cap 857 866 912 871 Service Time 2.2 2.164 1.953 2.136 HCM Lane V/C Ratio 0.011 0.096 0.06 0.065 HCM Control Delay, s/veh 7.2 7.6 7.2 7.4 HCM Lane LOS AAAA HCM 95th-tile Q 0 0.3 0.2 0.2 Renton HS Replacement Existing Conditions - PM Peak 8: Logan Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 1 58 2 0 25 32 147 6 19 231 12 Future Vol, veh/h 15 1 58 2 0 25 32 147 6 19 231 12 Conflicting Peds, #/hr 10220110101001 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 80 80 80 75 75 75 85 85 85 90 90 90 Heavy Vehicles, %111000444666 Mvmt Flow 19 1 73 3 0 33 38 173 7 21 257 13 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 556 572 266 563 575 187 271 0 0 190 0 0 Stage 1 307 307 - 262 262 ------- Stage 2 249 265 - 302 313 ------- Critical Hdwy 7.11 6.51 6.21 7.1 6.5 6.2 4.14 - - 4.16 - - Critical Hdwy Stg 16.115.51-6.15.5------- Critical Hdwy Stg 26.115.51-6.15.5------- Follow-up Hdwy 3.509 4.009 3.309 3.5 4 3.3 2.236 - - 2.254 - - Pot Cap-1 Maneuver 443 432 775 440 431 860 1281 - - 1360 - - Stage 1 705 663 - 748 695 ------- Stage 2 757 691 - 712 660 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 404 404 772 372 404 848 1280 - - 1343 - - Mov Cap-2 Maneuver 404 404 - 372 404 ------- Stage 1 692 650 - 714 664 ------- Stage 2 703 660 - 631 647 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 11.51 9.87 1.37 0.56 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 309 - - 645 774 129 - - HCM Lane V/C Ratio 0.029 - - 0.143 0.046 0.016 - - HCM Ctrl Dly (s/v) 7.9 0 - 11.5 9.9 7.7 0 - HCM Lane LOS A A - B A A A - HCM 95th %tile Q(veh) 0.1 - - 0.5 0.1 0 - - Renton HS Replacement Existing Conditions - PM Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group WBL WBR NBT NBR SBL SBT Ø3 Lane Configurations Traffic Volume (vph) 349 258 932 0 0 924 Future Volume (vph) 349 258 932 0 0 924 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 11 Lane Util. Factor 0.97 0.88 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 3224 2617 3455 0 0 3421 Flt Permitted 0.950 Satd. Flow (perm) 3224 2617 3455 0 0 3421 Right Turn on Red Yes Yes Satd. Flow (RTOR) 272 Link Speed (mph) 30 30 30 Link Distance (ft) 415 456 920 Travel Time (s) 9.4 10.4 20.9 Confl. Peds. (#/hr) 4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 5% 5% 1% 1% 2% 2% Adj. Flow (vph) 367 272 981 0 0 973 Shared Lane Traffic (%) Lane Group Flow (vph) 367 272 981 0 0 973 Turn Type Prot Prot NA NA Protected Phases 7 4 2 6 3 Permitted Phases Detector Phase 7 4 2 6 Switch Phase Minimum Initial (s) 7.0 10.0 7.0 7.0 1.0 Minimum Split (s) 13.0 16.0 30.0 13.0 23.0 Total Split (s) 46.0 46.0 56.0 56.0 23.0 Total Split (%) 36.8% 36.8% 44.8% 44.8% 18% Maximum Green (s) 40.0 40.0 50.0 50.0 21.0 Yellow Time (s) 5.0 5.0 5.0 5.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 0.2 Recall Mode None None Min Min None Walk Time (s) 7.0 3.0 Flash Don't Walk (s) 17.0 18.0 Pedestrian Calls (#/hr) 0 4 Act Effct Green (s) 14.6 11.7 20.7 20.7 Actuated g/C Ratio 0.30 0.24 0.43 0.43 v/c Ratio 0.38 0.32 0.66 0.66 Control Delay (s/veh) 14.8 5.3 14.2 14.3 Queue Delay 0.0 0.0 0.0 0.0 Renton HS Replacement Existing Conditions - PM Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group WBL WBR NBT NBR SBL SBT Ø3 Total Delay (s/veh) 14.8 5.3 14.2 14.3 LOS B A B B Approach Delay (s/veh) 10.8 14.2 14.3 Approach LOS B B B Queue Length 50th (ft) 37 0 86 85 Queue Length 95th (ft) 88 35 261 259 Internal Link Dist (ft) 335 376 840 Turn Bay Length (ft) Base Capacity (vph) 3095 2287 3203 3171 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.12 0.12 0.31 0.31 Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 48.3 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay (s/veh): 13.4 Intersection LOS: B Intersection Capacity Utilization 45.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 9: Rainier Ave S & S 2nd St Renton HS Replacement Existing Conditions - PM Peak 10: S 2nd St & Lake Ave S HCM 7th TWSC Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 574 64 0 46 Future Vol, veh/h 0 0 574 64 0 46 Conflicting Peds, #/hr 0006183 Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 97 97 77 77 Heavy Vehicles, %225500 Mvmt Flow 0 0 592 66 0 60 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 338 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 7.1 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.9 Pot Cap-1 Maneuver - - 0 566 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 562 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 12.17 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 562 HCM Lane V/C Ratio - - 0.106 HCM Ctrl Dly (s/v) - - 12.2 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.4 Renton HS Replacement Existing Conditions - PM Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 53 485 145 19 75 0 0 189 105 Future Volume (vph) 0 0 0 53 485 145 19 75 0 0 189 105 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 10 12 12 11 12 12 13 11 Storage Length (ft) 0 0 0 0 0 0 0 130 Storage Lanes 0 0 0 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.86 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 1.00 0.98 Frt 0.968 0.850 Flt Protected 0.996 0.990 Satd. Flow (prot) 00005611 0 0 1568 0 0 1888 1501 Flt Permitted 0.996 0.922 Satd. Flow (perm) 00005600 0 0 1458 0 0 1888 1470 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 161 117 Link Speed (mph) 30 30 30 30 Link Distance (ft) 170 592 373 642 Travel Time (s) 3.9 13.5 8.5 14.6 Confl. Peds. (#/hr) 13 19 19 13 11 16 16 11 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 2% 2% 2% 4% 4% 4% 16% 16% 16% 4% 4% 4% Adj. Flow (vph) 0 0 0 59 539 161 21 83 0 0 210 117 Shared Lane Traffic (%) Lane Group Flow (vph)00007590010400210117 Turn Type Perm NA Perm NA NA Perm Protected Phases 1 2 2 Permitted Phases 1 2 2 Minimum Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (s) 30.0 30.0 23.0 23.0 23.0 23.0 Total Split (%) 56.6% 56.6% 43.4% 43.4% 43.4% 43.4% Maximum Green (s) 25.0 25.0 18.0 18.0 18.0 18.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 13.0 13.0 13.0 13.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 25.0 18.0 18.0 18.0 Actuated g/C Ratio 0.47 0.34 0.34 0.34 v/c Ratio 0.28 0.21 0.33 0.20 Control Delay (s/veh) 6.9 13.9 14.8 4.2 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 6.9 13.9 14.8 4.2 LOS ABBA Renton HS Replacement Existing Conditions - PM Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay (s/veh) 6.9 13.9 11.0 Approach LOS A B B Queue Length 50th (ft) 29 23 48 0 Queue Length 95th (ft) 45 52 91 27 Internal Link Dist (ft) 90 512 293 562 Turn Bay Length (ft)130 Base Capacity (vph) 2726 495 641 576 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.28 0.21 0.33 0.20 Intersection Summary Area Type: Other Cycle Length: 53 Actuated Cycle Length: 53 Offset: 23 (43%), Referenced to phase 1:WBTL, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.33 Intersection Signal Delay (s/veh): 8.6 Intersection LOS: A Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 11: Logan Ave S & S 2nd St Renton HS Replacement Existing Conditions - PM Peak 13: Service Dwy & S Tobin St HCM 7th TWSC Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 69 6 6 36 4 3 Future Vol, veh/h 69 6 6 36 4 3 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 50 50 83 88 88 Heavy Vehicles, %332522 Mvmt Flow 75 12 12 43 5 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 87 0 148 81 Stage 1 ----81- Stage 2 ----67- Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 ----5.42- Critical Hdwy Stg 2 ----5.42- Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1509 - 844 979 Stage 1 ----942- Stage 2 ----955- Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1509 - 837 979 Mov Cap-2 Maneuver ----837- Stage 1 ----942- Stage 2 ----948- Approach EB WB NB HCM Ctrl Dly, s/v 0 1.6 9.07 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 892 - - 390 - HCM Lane V/C Ratio 0.009 - - 0.008 - HCM Ctrl Dly (s/v) 9.1 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - Renton HS Replacement Existing Conditions - PM Peak 14: Logan Ave S & Bus Dwy HCM 7th TWSC Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 185 291 0 Future Vol, veh/h 0 0 0 185 291 0 Conflicting Peds, #/hr 000000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %222222 Mvmt Flow 0 0 0 201 316 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 517 316 316 0 - 0 Stage 1 316----- Stage 2 201----- Critical Hdwy 6.426.224.12--- Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 2.218--- Pot Cap-1 Maneuver 518 724 1244--- Stage 1 739----- Stage 2 833----- Platoon blocked, % - - - Mov Cap-1 Maneuver 518 724 1244--- Mov Cap-2 Maneuver 518----- Stage 1 739----- Stage 2 833----- Approach EB NB SB HCM Ctrl Dly, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1244---- HCM Lane V/C Ratio ----- HCM Ctrl Dly (s/v) 0 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 ---- Renton HS Replacement Existing Conditions - PM Peak 15: S 2nd St & East Lot Dwy HCM 7th TWSC Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 572 37 0 18 Future Vol, veh/h 0 0 572 37 0 18 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 90 77 64 64 Heavy Vehicles, %224000 Mvmt Flow 0 0 636 48 0 28 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 342 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - - 0 660 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 660 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 10.7 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 660 HCM Lane V/C Ratio - - 0.043 HCM Ctrl Dly (s/v) - - 10.7 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.1 Renton HS Replacement Existing Conditions - PM Peak 17: S 2nd St & Drop Off Exit HCM 7th TWSC Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 00584008 Future Vol, veh/h 00584008 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 90 90 92 50 Heavy Vehicles, %224420 Mvmt Flow 0 0 649 0 0 16 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 324 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - 0 0 677 Stage 1 - 0 0 - Stage 2 - 0 0 - Platoon blocked, % - Mov Cap-1 Maneuver - - - 677 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 10.44 HCM LOS B Minor Lane/Major Mvmt WBTSBLn1 Capacity (veh/h) - 677 HCM Lane V/C Ratio - 0.024 HCM Ctrl Dly (s/v) - 10.4 HCM Lane LOS - B HCM 95th %tile Q(veh) - 0.1 Renton HS Replacement Existing Conditions - PM Peak 18: S 2nd St & West Lot Dwy HCM 7th TWSC Renton HS Replacement: Existing Conditions - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 580 12 0 9 Future Vol, veh/h 0 0 580 12 0 9 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 90 60 56 56 Heavy Vehicles, %224000 Mvmt Flow 0 0 644 20 0 16 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 332 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - - 0 669 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 669 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 10.51 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 669 HCM Lane V/C Ratio - - 0.024 HCM Ctrl Dly (s/v) - - 10.5 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.1 Renton HS Replacement 2030 Without-Proj - AM Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 16 705 38 177 388 247 243 444 669 308 254 9 Future Volume (vph) 16 705 38 177 388 247 243 444 669 308 254 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 12 12 11 14 Storage Length (ft) 95 0 370 290 350 0 400 190 Storage Lanes 1 0 1 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 0.97 0.95 0.95 0.97 1.00 1.00 0.97 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 0.98 Frt 0.992 0.942 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1678 3325 0 3335 3239 0 3193 1733 1524 3400 1783 1672 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1678 3325 0 3332 3239 0 3181 1733 1524 3400 1783 1645 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 3 82 350 109 Link Speed (mph) 30 30 30 30 Link Distance (ft) 659 1200 427 808 Travel Time (s) 15.0 27.3 9.7 18.4 Confl. Peds. (#/hr) 1 1 2 2 Confl. Bikes (#/hr)1 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles (%) 4% 4% 4% 5% 5% 5% 6% 6% 6% 3% 3% 3% Adj. Flow (vph) 19 820 44 206 451 287 283 516 778 358 295 10 Shared Lane Traffic (%) Lane Group Flow (vph) 19 864 0 206 738 0 283 516 778 358 295 10 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 62 Detector Phase 74 38 166522 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 10.0 35.0 10.0 36.0 10.0 31.0 31.0 10.0 34.0 34.0 Total Split (s) 20.0 40.0 30.0 45.0 45.0 55.0 55.0 45.0 55.0 55.0 Total Split (%) 11.8% 23.5% 17.6% 26.5% 26.5% 32.4% 32.4% 26.5% 32.4% 32.4% Maximum Green (s) 15.0 35.0 25.0 40.0 40.0 50.0 50.0 40.0 50.0 50.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None None Min Min None Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 23.0 24.0 19.0 19.0 22.0 22.0 Pedestrian Calls (#/hr) 1 0 0 0 2 2 Act Effct Green (s) 6.3 35.1 12.9 45.9 42.1 50.1 50.1 18.8 26.8 26.8 Renton HS Replacement 2030 Without-Proj - AM Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.05 0.26 0.09 0.34 0.31 0.37 0.37 0.14 0.20 0.20 v/c Ratio 0.25 1.01 0.66 0.65 0.29 0.81 1.00 0.77 0.85 0.02 Control Delay (s/veh) 73.0 84.0 70.8 38.6 38.8 51.8 56.2 68.6 74.5 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 73.0 84.0 70.8 38.6 38.8 51.8 56.2 68.6 74.5 0.1 LOS EF ED DDEEEA Approach Delay (s/veh) 83.7 45.6 51.6 70.2 Approach LOS F D D E Queue Length 50th (ft) 17 ~413 92 273 98 412 460 160 255 0 Queue Length 95th (ft) 44 #577 134 351 149 #612 #739 210 343 0 Internal Link Dist (ft) 579 1120 347 728 Turn Bay Length (ft) 95 370 350 400 190 Base Capacity (vph) 184 854 610 1171 989 634 779 995 652 671 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.10 1.01 0.34 0.63 0.29 0.81 1.00 0.36 0.45 0.01 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 136.9 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.01 Intersection Signal Delay (s/veh): 60.2 Intersection LOS: E Intersection Capacity Utilization 83.6% ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Rainier Ave S & Airport Way Renton HS Replacement 2030 Without-Proj - AM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 19 1611 46 9 804 19 32 5 23 9 12 6 Future Volume (vph) 19 1611 46 9 804 19 32 5 23 9 12 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 11 12 12 11 11 12 12 12 12 12 11 Storage Length (ft) 200 0 160 70 0 0 0 0 Storage Lanes 1 0 0 1 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 0.91 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 Frt 0.996 0.850 0.948 0.850 Flt Protected 0.950 0.950 0.974 0.980 Satd. Flow (prot) 1719 4756 0 1736 3355 1501 0 1526 0 0 1862 1561 Flt Permitted 0.272 0.107 0.821 0.868 Satd. Flow (perm) 492 4756 0 195 3355 1467 0 1286 0 0 1649 1561 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 4 78 78 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1200 866 176 149 Travel Time (s) 27.3 19.7 4.0 3.4 Confl. Peds. (#/hr) 1 1 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 5% 5% 5% 4% 4% 4% 15% 15% 15% 0% 0% 0% Adj. Flow (vph) 22 1831 52 10 914 22 36 6 26 10 14 7 Shared Lane Traffic (%) Lane Group Flow (vph) 22 1883 0 10 914 22 0 68 0 0 24 7 Turn Type D.P+P NA Perm NA Perm Perm NA Perm NA Perm Protected Phases 5 2684 Permitted Phases 6 6 6 8 4 4 Detector Phase 52 66688 444 Switch Phase 6 Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 20.0 10.0 10.0 10.0 10.0 10.0 33.0 33.0 33.0 Total Split (s) 30.0 30.0 30.0 30.0 30.0 30.0 30.0 31.0 31.0 31.0 Total Split (%) 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 24.6% 24.6% 24.6% Maximum Green (s) 25.0 25.0 25.0 25.0 25.0 25.0 25.0 26.0 26.0 26.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min Min Min Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 8.0 21.0 21.0 21.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 38.2 41.3 40.0 40.0 40.0 7.9 7.6 7.6 Actuated g/C Ratio 0.68 0.73 0.71 0.71 0.71 0.14 0.13 0.13 Renton HS Replacement 2030 Without-Proj - AM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group Ø9 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 35.0 Total Split (s) 35.0 Total Split (%) 28% Maximum Green (s) 33.0 Yellow Time (s) 2.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Recall Mode None Walk Time (s) 5.0 Flash Don't Walk (s) 28.0 Pedestrian Calls (#/hr) 5 Act Effct Green (s) Actuated g/C Ratio Renton HS Replacement 2030 Without-Proj - AM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.05 0.54 0.07 0.38 0.02 0.38 0.11 0.03 Control Delay (s/veh) 10.8 11.2 18.4 13.0 0.1 32.4 27.2 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 10.8 11.2 18.4 13.0 0.1 32.4 27.2 0.2 LOS BB BBA C CA Approach Delay (s/veh) 11.2 12.7 32.4 21.1 Approach LOS B B C C Queue Length 50th (ft) 2 87 1 50 0 19 7 0 Queue Length 95th (ft) 23 #521 20 #417 0 78 36 0 Internal Link Dist (ft) 1120 786 96 69 Turn Bay Length (ft) 200 160 70 Base Capacity (vph) 928 4358 138 2378 1062 643 824 819 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.02 0.43 0.07 0.38 0.02 0.11 0.03 0.01 Intersection Summary Area Type: Other Cycle Length: 126 Actuated Cycle Length: 56.4 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.54 Intersection Signal Delay (s/veh): 12.3 Intersection LOS: B Intersection Capacity Utilization 50.6% ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Shattuck Ave S & Airport Way Renton HS Replacement 2030 Without-Proj - AM Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 1515 128 73 305 75 739 Future Volume (vph) 1515 128 73 305 75 739 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 12 12 11 11 12 Storage Length (ft) 0 0 150 0 Storage Lanes 3 0 1 2 Taper Length (ft) 25 25 Lane Util. Factor 0.94 0.91 1.00 1.00 1.00 0.88 Ped Bike Factor 1.00 Frt 0.988 Flt Protected 0.950 Satd. Flow (prot) 4908 0 1583 1611 1733 3155 Flt Permitted 0.950 Satd. Flow (perm) 4908 0 1583 1611 1733 3155 Right Turn on Red Yes Yes Satd. Flow (RTOR) 20 812 Link Speed (mph) 30 30 30 Link Distance (ft) 866 180 687 Travel Time (s) 19.7 4.1 15.6 Confl. Peds. (#/hr) 5 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 4% 4% 14% 14% 6% 6% Adj. Flow (vph) 1665 141 80 335 82 812 Shared Lane Traffic (%) Lane Group Flow (vph) 1806 0 80 335 82 812 Turn Type Prot Prot NA NA Free Protected Phases 3 2 5 1 Permitted Phases Free Detector Phase 3 2 5 1 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 5.0 Minimum Split (s) 28.0 11.0 11.0 11.0 Total Split (s) 56.0 21.0 46.0 21.0 Total Split (%) 54.9% 20.6% 45.1% 20.6% Maximum Green (s) 50.0 15.0 40.0 15.0 Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 4.0 4.5 4.0 Recall Mode Min None None None Walk Time (s) 7.0 Flash Don't Walk (s) 15.0 Pedestrian Calls (#/hr) 5 Act Effct Green (s) 48.8 12.9 26.3 10.5 87.2 Actuated g/C Ratio 0.56 0.15 0.30 0.12 1.00 Renton HS Replacement 2030 Without-Proj - AM Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBR NBL NBT SBT SBR v/c Ratio 0.66 0.34 0.69 0.39 0.26 Control Delay (s/veh) 15.5 41.2 34.9 43.0 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 15.5 41.2 34.9 43.0 0.2 LOS B D C D A Approach Delay (s/veh) 15.5 36.1 4.1 Approach LOS B D A Queue Length 50th (ft) 231 42 165 44 0 Queue Length 95th (ft) 344 89 255 91 0 Internal Link Dist (ft) 786 100 607 Turn Bay Length (ft) 150 Base Capacity (vph) 2858 349 748 301 3155 Starvation Cap Reductn 0 0000 Spillback Cap Reductn 0 0000 Storage Cap Reductn 0 0000 Reduced v/c Ratio 0.63 0.23 0.45 0.27 0.26 Intersection Summary Area Type: Other Cycle Length: 102 Actuated Cycle Length: 87.2 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay (s/veh): 15.0 Intersection LOS: B Intersection Capacity Utilization 57.6% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Logan Ave S & Airport Way Renton HS Replacement 2030 Without-Proj - AM Peak 5: Rainier Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 30 1224 19 0 510 Future Vol, veh/h 0 30 1224 19 0 510 Conflicting Peds, #/hr 000220 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, %448866 Mvmt Flow 0 32 1288 20 0 537 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1837 656 0 0 1310 0 Stage 1 1300----- Stage 2 537----- Critical Hdwy 6.66 6.96 - - 4.19 - Critical Hdwy Stg 15.86----- Critical Hdwy Stg 25.46----- Follow-up Hdwy 3.538 3.338 - - 2.257 - Pot Cap-1 Maneuver 73 405 - - 509 - Stage 1 217----- Stage 2 580----- Platoon blocked, % - - - Mov Cap-1 Maneuver 73 404 - - 508 - Mov Cap-2 Maneuver 73 ----- Stage 1 217----- Stage 2 580----- Approach WB NB SB HCM Ctrl Dly, s/v 14.67 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 404 508 - HCM Lane V/C Ratio - - 0.078 - - HCM Ctrl Dly (s/v) - - 14.7 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.3 0 - Renton HS Replacement 2030 Without-Proj - AM Peak 6: Lake Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 7.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 19 13 4 20 3 28 88 23 7 7 10 Future Vol, veh/h 2 19 13 4 20 3 28 88 23 7 7 10 Conflicting Peds, #/hr 000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 75 75 75 67 67 67 76 76 76 75 75 75 Heavy Vehicles, % 13 13 13444333666 Mvmt Flow 3 25 17 6 30 4 37 116 30 9 9 13 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 34 0 0 43 0 0 86 86 34 133 92 32 Stage 1 ------3939-4444- Stage 2 ------4646-8948- Critical Hdwy 4.23 - - 4.14 - - 7.13 6.53 6.23 7.16 6.56 6.26 Critical Hdwy Stg 1 ------6.135.53-6.165.56- Critical Hdwy Stg 2 ------6.135.53-6.165.56- Follow-up Hdwy 2.317 - - 2.236 - - 3.527 4.027 3.327 3.554 4.054 3.354 Pot Cap-1 Maneuver 1509 - - 1553 - - 898 803 1036 830 790 1030 Stage 1 ------973860-960850- Stage 2 ------965854-909847- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1509 - - 1553 - - 871 798 1036 686 786 1030 Mov Cap-2 Maneuver ------871798-686786- Stage 1 ------971859-956847- Stage 2 ------938851-762846- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.43 1.09 10.44 9.5 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 844 98 - - 260 - - 833 HCM Lane V/C Ratio 0.217 0.002 - - 0.004 - - 0.038 HCM Ctrl Dly (s/v) 10.4 7.4 0 - 7.3 0 - 9.5 HCM Lane LOS B A A - A A - A HCM 95th %tile Q(veh) 0.8 0 - - 0 - - 0.1 Renton HS Replacement 2030 Without-Proj - AM Peak 7: RHS NW Dwy/Shattuck Ave S & S Tobin St HCM 7th AWSC Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Intersection Delay, s/veh 8 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 14 24 14 16 12 23 0 32 27 17 44 3 Future Vol, veh/h 14 24 14 16 12 23 0 32 27 17 44 3 Peak Hour Factor 0.70 0.70 0.70 0.85 0.85 0.85 0.60 0.60 0.60 0.50 0.50 0.50 Heavy Vehicles, %000999191919222 Mvmt Flow 20 34 20 19 14 27 0 53 45 34 88 6 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay, s/veh 7.8 7.8 8 8.2 HCM LOS A A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 0% 27% 31% 27% Vol Thru, % 54% 46% 24% 69% Vol Right, % 46% 27% 45% 5% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 59 52 51 64 LT Vol 0 14 16 17 Through Vol 32 24 12 44 RT Vol 27 14 23 3 Lane Flow Rate 98 74 60 128 Geometry Grp 1111 Degree of Util (X) 0.12 0.09 0.074 0.155 Departure Headway (Hd) 4.394 4.376 4.444 4.373 Convergence, Y/N Yes Yes Yes Yes Cap 818 821 808 823 Service Time 2.407 2.39 2.458 2.385 HCM Lane V/C Ratio 0.12 0.09 0.074 0.156 HCM Control Delay, s/veh 8 7.8 7.8 8.2 HCM Lane LOS AAAA HCM 95th-tile Q 0.4 0.3 0.2 0.5 Renton HS Replacement 2030 Without-Proj - AM Peak 8: Logan Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 0 33 0 5 16 30 335 2 3 190 18 Future Vol, veh/h 23 0 33 0 5 16 30 335 2 3 190 18 Conflicting Peds, #/hr 104401601106 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 72 72 72 64 64 64 77 77 77 70 70 70 Heavy Vehicles, % 12 12 12 11 11 11 13 13 13999 Mvmt Flow 32 0 46 0 8 25 39 435 3 4 271 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 817 815 294 799 827 438 303 0 0 439 0 0 Stage 1 299 299 - 515 515 ------- Stage 2 518 517 - 284 312 ------- Critical Hdwy 7.22 6.62 6.32 7.21 6.61 6.31 4.23 - - 4.19 - - Critical Hdwy Stg 16.225.62-6.215.61------- Critical Hdwy Stg 26.225.62-6.215.61------- Follow-up Hdwy 3.608 4.108 3.408 3.599 4.099 3.399 2.317 - - 2.281 - - Pot Cap-1 Maneuver 284 301 722 293 297 600 1198 - - 1085 - - Stage 1 689 649 - 526 520 ------- Stage 2 523 518 - 704 642 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 250 284 715 260 281 599 1190 - - 1084 - - Mov Cap-2 Maneuver 250 284 - 260 281 ------- Stage 1 681 642 - 503 497 ------- Stage 2 471 495 - 653 635 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 15.96 13.21 0.66 0.12 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 147 - - 406 471 25 - - HCM Lane V/C Ratio 0.033 - - 0.192 0.07 0.004 - - HCM Ctrl Dly (s/v) 8.1 0 - 16 13.2 8.3 0 - HCM Lane LOS A A - C B A A - HCM 95th %tile Q(veh) 0.1 - - 0.7 0.2 0 - - Renton HS Replacement 2030 Without-Proj - AM Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group WBL WBR NBT NBR SBL SBT Ø3 Lane Configurations Traffic Volume (vph) 310 185 1240 0 0 612 Future Volume (vph) 310 185 1240 0 0 612 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 11 Lane Util. Factor 0.97 0.88 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 3105 2521 3261 0 0 3292 Flt Permitted 0.950 Satd. Flow (perm) 3105 2521 3261 0 0 3292 Right Turn on Red Yes Yes Satd. Flow (RTOR) 210 Link Speed (mph) 30 30 30 Link Distance (ft) 415 456 920 Travel Time (s) 9.4 10.4 20.9 Confl. Peds. (#/hr) 1 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 9% 9% 7% 7% 6% 6% Adj. Flow (vph) 352 210 1409 0 0 695 Shared Lane Traffic (%) Lane Group Flow (vph) 352 210 1409 0 0 695 Turn Type Prot Prot NA NA Protected Phases 7 4 2 6 3 Permitted Phases Detector Phase 7 4 2 6 Switch Phase Minimum Initial (s) 7.0 10.0 7.0 7.0 1.0 Minimum Split (s) 13.0 16.0 30.0 13.0 23.0 Total Split (s) 46.0 46.0 56.0 56.0 23.0 Total Split (%) 36.8% 36.8% 44.8% 44.8% 18% Maximum Green (s) 40.0 40.0 50.0 50.0 21.0 Yellow Time (s) 5.0 5.0 5.0 5.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 0.2 Recall Mode None None Min Min None Walk Time (s) 7.0 3.0 Flash Don't Walk (s) 17.0 18.0 Pedestrian Calls (#/hr) 0 1 Act Effct Green (s) 15.6 11.8 48.9 48.9 Actuated g/C Ratio 0.20 0.15 0.64 0.64 v/c Ratio 0.56 0.37 0.68 0.33 Control Delay (s/veh) 30.1 7.5 12.6 8.1 Queue Delay 0.0 0.0 0.0 0.0 Renton HS Replacement 2030 Without-Proj - AM Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group WBL WBR NBT NBR SBL SBT Ø3 Total Delay (s/veh) 30.1 7.5 12.6 8.1 LOS C A B A Approach Delay (s/veh) 21.7 12.6 8.1 Approach LOS C B A Queue Length 50th (ft) 74 0 169 60 Queue Length 95th (ft) 112 34 434 162 Internal Link Dist (ft) 335 376 840 Turn Bay Length (ft) Base Capacity (vph) 2584 1431 2153 2174 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.14 0.15 0.65 0.32 Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 76.6 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay (s/veh): 13.3 Intersection LOS: B Intersection Capacity Utilization 53.1% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 9: Rainier Ave S & S 2nd St Renton HS Replacement 2030 Without-Proj - AM Peak 10: S 2nd St & Lake Ave S HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 561 141 0 21 Future Vol, veh/h 0 0 561 141 0 21 Conflicting Peds, #/hr 400400 Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 25 25 85 85 80 80 Heavy Vehicles, % 0 0 10 10 13 13 Mvmt Flow 0 0 660 166 0 26 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 417 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 7.36 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 4.03 Pot Cap-1 Maneuver - - 0 477 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 474 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 13.04 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 474 HCM Lane V/C Ratio - - 0.055 HCM Ctrl Dly (s/v) - - 13 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.2 Renton HS Replacement 2030 Without-Proj - AM Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 17 523 198 76 156 0 0 69 146 Future Volume (vph) 0 0 0 17 523 198 76 156 0 0 69 146 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 10 12 12 11 12 12 13 11 Storage Length (ft) 0 0 0 0 0 0 0 130 Storage Lanes 0 0 0 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.86 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 0.99 0.96 Frt 0.960 0.850 Flt Protected 0.999 0.984 Satd. Flow (prot) 00005406 0 0 1545 0 0 1818 1446 Flt Permitted 0.999 0.872 Satd. Flow (perm) 00005403 0 0 1359 0 0 1818 1392 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 233 172 Link Speed (mph) 30 30 30 30 Link Distance (ft) 170 592 373 642 Travel Time (s) 3.9 13.5 8.5 14.6 Confl. Peds. (#/hr) 17 17 17 17 32 4 4 32 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles (%) 0% 0% 0% 7% 7% 7% 17% 17% 17% 8% 8% 8% Adj. Flow (vph) 0 0 0 20 615 233 89 184 0 0 81 172 Shared Lane Traffic (%) Lane Group Flow (vph)0000868002730081172 Turn Type Perm NA Perm NA NA Perm Protected Phases 1 2 2 Permitted Phases 1 2 2 Minimum Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (s) 30.0 30.0 23.0 23.0 23.0 23.0 Total Split (%) 56.6% 56.6% 43.4% 43.4% 43.4% 43.4% Maximum Green (s) 25.0 25.0 18.0 18.0 18.0 18.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 13.0 13.0 13.0 13.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 25.0 18.0 18.0 18.0 Actuated g/C Ratio 0.47 0.34 0.34 0.34 v/c Ratio 0.32 0.59 0.13 0.29 Control Delay (s/veh) 6.6 20.8 12.9 4.2 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 6.6 20.8 12.9 4.2 LOS A C B A Renton HS Replacement 2030 Without-Proj - AM Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay (s/veh) 6.6 20.8 7.0 Approach LOS A C A Queue Length 50th (ft) 31 69 17 0 Queue Length 95th (ft) 44 123 39 28 Internal Link Dist (ft) 90 512 293 562 Turn Bay Length (ft)130 Base Capacity (vph) 2671 461 617 586 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.32 0.59 0.13 0.29 Intersection Summary Area Type: Other Cycle Length: 53 Actuated Cycle Length: 53 Offset: 22.5 (42%), Referenced to phase 1:WBTL, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.59 Intersection Signal Delay (s/veh): 9.5 Intersection LOS: A Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 11: Logan Ave S & S 2nd St Renton HS Replacement 2030 Without-Proj - AM Peak 13: Service Dwy & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 69 0 1 50 1 0 Future Vol, veh/h 69 0 1 50 1 0 Conflicting Peds, #/hr 077000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 61 50 25 85 25 25 Heavy Vehicles, %3309100100 Mvmt Flow 113 0 4 59 4 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 120 0 187 120 Stage 1 ----120- Stage 2 ----67- Critical Hdwy - - 4.1 - 7.4 7.2 Critical Hdwy Stg 1 ----6.4- Critical Hdwy Stg 2 ----6.4- Follow-up Hdwy - - 2.2 - 4.4 4.2 Pot Cap-1 Maneuver - - 1480 - 623 722 Stage 1 ----711- Stage 2 ----757- Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1470 - 617 718 Mov Cap-2 Maneuver ----617- Stage 1 ----706- Stage 2 ----754- Approach EB WB NB HCM Ctrl Dly, s/v 0 0.47 10.87 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 617 - - 115 - HCM Lane V/C Ratio 0.006 - - 0.003 - HCM Ctrl Dly (s/v) 10.9 - - 7.5 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - Renton HS Replacement 2030 Without-Proj - AM Peak 14: Logan Ave S & Bus Dwy HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 11 4 6 357 216 7 Future Vol, veh/h 11 4 6 357 216 7 Conflicting Peds, #/hr 007007 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 54 54 38 77 70 25 Heavy Vehicles, % 87 87 67 2 2 100 Mvmt Flow 20 7 16 464 309 28 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 825 330 344 0 - 0 Stage 1 330----- Stage 2 495----- Critical Hdwy 7.277.074.77--- Critical Hdwy Stg 16.27----- Critical Hdwy Stg 26.27----- Follow-up Hdwy 4.283 4.083 2.803--- Pot Cap-1 Maneuver 249 553 928--- Stage 1 572----- Stage 2 470----- Platoon blocked, % - - - Mov Cap-1 Maneuver 240 549 922--- Mov Cap-2 Maneuver 240----- Stage 1 555----- Stage 2 466----- Approach EB NB SB HCM Ctrl Dly, s/v 19.11 0.3 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 59 - 283 - - HCM Lane V/C Ratio 0.017 - 0.098 - - HCM Ctrl Dly (s/v) 9 0 19.1 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0.1 - 0.3 - - Renton HS Replacement 2030 Without-Proj - AM Peak 15: S 2nd St & East Lot Dwy HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 637 108 0 37 Future Vol, veh/h 0 0 637 108 0 37 Conflicting Peds, #/hr 0 0 0 28 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 85 77 64 64 Heavy Vehicles, %229000 Mvmt Flow 0 0 749 140 0 58 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 473 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - - 0 543 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 529 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 12.64 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 529 HCM Lane V/C Ratio - - 0.109 HCM Ctrl Dly (s/v) - - 12.6 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.4 Renton HS Replacement 2030 Without-Proj - AM Peak 17: S 2nd St & Drop Off Exit HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 3.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 502 0 0 166 Future Vol, veh/h 0 0 502 0 0 166 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 85 85 69 69 Heavy Vehicles, %229900 Mvmt Flow 0 0 591 0 0 241 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 295 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - 0 0 707 Stage 1 - 0 0 - Stage 2 - 0 0 - Platoon blocked, % - Mov Cap-1 Maneuver - - - 707 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 12.69 HCM LOS B Minor Lane/Major Mvmt WBTSBLn1 Capacity (veh/h) - 707 HCM Lane V/C Ratio - 0.34 HCM Ctrl Dly (s/v) - 12.7 HCM Lane LOS - B HCM 95th %tile Q(veh) - 1.5 Renton HS Replacement 2030 Without-Proj - AM Peak 18: S 2nd St & West Lot Dwy HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 593 75 0 29 Future Vol, veh/h 0 0 593 75 0 29 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 85 85 54 54 Heavy Vehicles, % 2 2 9 13 0 0 Mvmt Flow 0 0 698 88 0 54 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 393 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - - 0 612 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 612 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 11.45 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 612 HCM Lane V/C Ratio - - 0.088 HCM Ctrl Dly (s/v) - - 11.5 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.3 Renton HS Replacement 2030 Without-Proj - Afternoon Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 37 702 75 528 580 281 300 449 714 429 478 35 Future Volume (vph) 37 702 75 528 580 281 300 449 714 429 478 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 12 12 11 14 Storage Length (ft) 95 0 370 290 350 0 400 190 Storage Lanes 1 0 1 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 0.97 0.95 0.95 0.97 1.00 1.00 0.97 1.00 1.00 Ped Bike Factor 1.00 1.00 0.99 0.99 0.99 0.99 0.98 Frt 0.986 0.951 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1711 3361 0 3400 3297 0 3319 1801 1583 3400 1783 1672 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1704 3361 0 3381 3297 0 3294 1801 1563 3400 1783 1638 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 6 47 327 109 Link Speed (mph) 30 30 30 30 Link Distance (ft) 659 1200 427 808 Travel Time (s) 15.0 27.3 9.7 18.4 Confl. Peds. (#/hr) 5 6 6 5 5 5 Confl. Bikes (#/hr)1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 2% 2% 2% 3% 3% 3% 2% 2% 2% 3% 3% 3% Adj. Flow (vph) 38 724 77 544 598 290 309 463 736 442 493 36 Shared Lane Traffic (%) Lane Group Flow (vph) 38 801 0 544 888 0 309 463 736 442 493 36 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 62 Detector Phase 74 38 166522 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 10.0 35.0 10.0 36.0 10.0 31.0 31.0 10.0 34.0 34.0 Total Split (s) 20.0 40.0 30.0 45.0 45.0 55.0 55.0 45.0 55.0 55.0 Total Split (%) 11.8% 23.5% 17.6% 26.5% 26.5% 32.4% 32.4% 26.5% 32.4% 32.4% Maximum Green (s) 15.0 35.0 25.0 40.0 40.0 50.0 50.0 40.0 50.0 50.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None None Min Min None Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 23.0 24.0 19.0 19.0 22.0 22.0 Pedestrian Calls (#/hr) 6 5 0 0 5 5 Act Effct Green (s) 7.9 35.0 25.0 54.2 28.0 50.1 50.1 24.3 46.3 46.3 Renton HS Replacement 2030 Without-Proj - Afternoon Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.05 0.23 0.16 0.35 0.18 0.32 0.32 0.16 0.30 0.30 v/c Ratio 0.44 1.04 0.99 0.75 0.51 0.79 1.01 0.83 0.92 0.06 Control Delay (s/veh) 86.9 100.8 99.1 47.7 61.2 59.3 64.8 76.8 75.7 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 86.9 100.8 99.1 47.7 61.2 59.3 64.8 76.8 75.7 0.2 LOS FF FD EEEEEA Approach Delay (s/veh) 100.2 67.2 62.4 73.4 Approach LOS F E E E Queue Length 50th (ft) 38 ~456 285 402 151 425 ~519 225 465 0 Queue Length 95th (ft) 80 #632 #437 536 202 #614 #834 288 #702 0 Internal Link Dist (ft) 579 1120 347 728 Turn Bay Length (ft) 95 370 350 400 190 Base Capacity (vph) 166 767 551 1188 860 583 727 881 578 604 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.23 1.04 0.99 0.75 0.36 0.79 1.01 0.50 0.85 0.06 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 154.4 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.04 Intersection Signal Delay (s/veh): 72.8 Intersection LOS: E Intersection Capacity Utilization 91.4% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Rainier Ave S & Airport Way Renton HS Replacement 2030 Without-Proj - Afternoon Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 65 1794 32 30 1379 31 53 15 34 105 16 32 Future Volume (vph) 65 1794 32 30 1379 31 53 15 34 105 16 32 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 11 12 12 11 11 12 12 12 12 12 11 Storage Length (ft) 200 0 160 70 0 0 0 0 Storage Lanes 1 0 0 1 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 0.91 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 0.95 0.99 0.97 Frt 0.997 0.850 0.955 0.850 Flt Protected 0.950 0.950 0.975 0.958 Satd. Flow (prot) 1770 4899 0 1770 3421 1531 0 1566 0 0 1785 1531 Flt Permitted 0.129 0.129 0.771 0.734 Satd. Flow (perm) 240 4899 0 240 3421 1452 0 1231 0 0 1367 1489 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 3 78 78 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1200 866 176 149 Travel Time (s) 27.3 19.7 4.0 3.4 Confl. Peds. (#/hr) 12 2 2 12 10 10 Confl. Bikes (#/hr) 1 2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 13% 13% 13% 2% 2% 2% Adj. Flow (vph) 69 1909 34 32 1467 33 56 16 36 112 17 34 Shared Lane Traffic (%) Lane Group Flow (vph) 69 1943 0 32 1467 33 0 108 0 0 129 34 Turn Type D.P+P NA Perm NA Perm Perm NA Perm NA Perm Protected Phases 5 2684 Permitted Phases 6 6 6 8 4 4 Detector Phase 52 66688 444 Switch Phase 6 Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 20.0 10.0 10.0 10.0 10.0 10.0 33.0 33.0 33.0 Total Split (s) 30.0 30.0 30.0 30.0 30.0 30.0 30.0 31.0 31.0 31.0 Total Split (%) 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 24.6% 24.6% 24.6% Maximum Green (s) 25.0 25.0 25.0 25.0 25.0 25.0 25.0 26.0 26.0 26.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min Min Min Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 8.0 21.0 21.0 21.0 Pedestrian Calls (#/hr) 2 10 10 10 Act Effct Green (s) 34.7 37.5 30.9 30.9 30.9 12.4 12.4 12.4 Renton HS Replacement 2030 Without-Proj - Afternoon Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group Ø9 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 35.0 Total Split (s) 35.0 Total Split (%) 28% Maximum Green (s) 33.0 Yellow Time (s) 2.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Recall Mode None Walk Time (s) 5.0 Flash Don't Walk (s) 28.0 Pedestrian Calls (#/hr) 5 Act Effct Green (s) Renton HS Replacement 2030 Without-Proj - Afternoon Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.53 0.58 0.47 0.47 0.47 0.19 0.19 0.19 v/c Ratio 0.25 0.69 0.28 0.90 0.05 0.46 0.49 0.10 Control Delay (s/veh) 14.8 15.8 33.6 31.0 0.1 32.5 32.6 0.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 14.8 15.8 33.6 31.0 0.1 32.5 32.6 0.6 LOS B B C C A C C A Approach Delay (s/veh) 15.8 30.3 32.5 25.9 Approach LOS B C C C Queue Length 50th (ft) 7 116 6 232 0 32 39 0 Queue Length 95th (ft) 66 #696 #76 #1006 0 119 137 1 Internal Link Dist (ft) 1120 786 96 69 Turn Bay Length (ft) 200 160 70 Base Capacity (vph) 789 4332 113 1622 729 549 610 707 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.09 0.45 0.28 0.90 0.05 0.20 0.21 0.05 Intersection Summary Area Type: Other Cycle Length: 126 Actuated Cycle Length: 65.1 Natural Cycle: 140 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay (s/veh): 22.5 Intersection LOS: C Intersection Capacity Utilization 68.9% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Shattuck Ave S & Airport Way Renton HS Replacement 2030 Without-Proj - Afternoon Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 1852 119 65 296 218 1371 Future Volume (vph) 1852 119 65 296 218 1371 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 12 12 11 11 12 Storage Length (ft) 0 0 150 0 Storage Lanes 3 0 1 2 Taper Length (ft) 25 25 Lane Util. Factor 0.94 0.91 1.00 1.00 1.00 0.88 Ped Bike Factor 1.00 1.00 0.99 Frt 0.991 Flt Protected 0.950 Satd. Flow (prot) 5023 0 1719 1749 1766 3215 Flt Permitted 0.950 Satd. Flow (perm) 5023 0 1715 1749 1766 3173 Right Turn on Red Yes Yes Satd. Flow (RTOR) 14 1428 Link Speed (mph) 30 30 30 Link Distance (ft) 866 180 687 Travel Time (s) 19.7 4.1 15.6 Confl. Peds. (#/hr) 4 2 2 Confl. Bikes (#/hr) 2 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 2% 2% 5% 5% 4% 4% Adj. Flow (vph) 1929 124 68 308 227 1428 Shared Lane Traffic (%) Lane Group Flow (vph) 2053 0 68 308 227 1428 Turn Type Prot Prot NA NA Free Protected Phases 3 2 5 1 Permitted Phases Free Detector Phase 3 2 5 1 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 5.0 Minimum Split (s) 28.0 11.0 11.0 11.0 Total Split (s) 56.0 21.0 46.0 21.0 Total Split (%) 54.9% 20.6% 45.1% 20.6% Maximum Green (s) 50.0 15.0 40.0 15.0 Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 4.0 4.5 4.0 Recall Mode Min None None None Walk Time (s) 7.0 Flash Don't Walk (s) 15.0 Pedestrian Calls (#/hr) 4 Act Effct Green (s) 50.4 9.9 27.9 14.9 90.3 Renton HS Replacement 2030 Without-Proj - Afternoon Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBR NBL NBT SBT SBR Actuated g/C Ratio 0.56 0.11 0.31 0.17 1.00 v/c Ratio 0.73 0.36 0.57 0.78 0.45 Control Delay (s/veh) 17.9 43.9 30.2 57.6 0.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 17.9 43.9 30.2 57.6 0.5 LOS B D C E A Approach Delay (s/veh) 17.9 32.7 8.3 Approach LOS B C A Queue Length 50th (ft) 314 38 145 130 0 Queue Length 95th (ft) 406 79 226 #261 0 Internal Link Dist (ft) 786 100 607 Turn Bay Length (ft) 150 Base Capacity (vph) 2807 364 780 295 3173 Starvation Cap Reductn 0 0000 Spillback Cap Reductn 0 0000 Storage Cap Reductn 0 0000 Reduced v/c Ratio 0.73 0.19 0.39 0.77 0.45 Intersection Summary Area Type: Other Cycle Length: 102 Actuated Cycle Length: 90.3 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay (s/veh): 15.4 Intersection LOS: B Intersection Capacity Utilization 68.4% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Logan Ave S & Airport Way Renton HS Replacement 2030 Without-Proj - Afternoon Peak 5: Rainier Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 57 1517 47 0 1073 Future Vol, veh/h 0 57 1517 47 0 1073 Conflicting Peds, #/hr 100660 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, %222233 Mvmt Flow 0 60 1597 49 0 1129 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2758 829 0 0 1652 0 Stage 1 1628----- Stage 2 1130----- Critical Hdwy 6.63 6.93 - - 4.145 - Critical Hdwy Stg 15.83----- Critical Hdwy Stg 25.43----- Follow-up Hdwy 3.519 3.319 - -2.2285 - Pot Cap-1 Maneuver 18 314 - - 385 - Stage 1 146----- Stage 2 307----- Platoon blocked, % - - - Mov Cap-1 Maneuver 18 312 - - 382 - Mov Cap-2 Maneuver 18 ----- Stage 1 145----- Stage 2 307----- Approach WB NB SB HCM Ctrl Dly, s/v 19.26 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 312 382 - HCM Lane V/C Ratio - - 0.192 - - HCM Ctrl Dly (s/v) - - 19.3 0 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0.7 0 - Renton HS Replacement 2030 Without-Proj - Afternoon Peak 6: Lake Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 9.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 49 35 92 30 7 20 70 41 16 57 24 Future Vol, veh/h 10 49 35 92 30 7 20 70 41 16 57 24 Conflicting Peds, #/hr 208802401104 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 84 84 84 74 74 74 68 68 68 Heavy Vehicles, %222111000111 Mvmt Flow 12 58 41 110 36 8 27 95 55 24 84 35 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 46 0 0 107 0 0 410 375 87 390 391 46 Stage 1 ------110110-261261- Stage 2 ------301265-129130- Critical Hdwy 4.12 - - 4.11 - - 7.1 6.5 6.2 7.11 6.51 6.21 Critical Hdwy Stg 1 ------6.15.5-6.115.51- Critical Hdwy Stg 2 ------6.15.5-6.115.51- Follow-up Hdwy 2.218 - - 2.209 - - 3.5 4 3.3 3.509 4.009 3.309 Pot Cap-1 Maneuver 1562 - - 1490 - - 555 559 977 571 546 1027 Stage 1 ------900808-746694- Stage 2 ------713693-877790- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1559 - - 1479 - - 409 508 968 406 496 1021 Mov Cap-2 Maneuver ------409508-406496- Stage 1 ------886796-688640- Stage 2 ------550639-722778- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.78 5.44 14.09 13.92 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 572 177 - - 1237 - - 545 HCM Lane V/C Ratio 0.309 0.008 - - 0.074 - - 0.262 HCM Ctrl Dly (s/v) 14.1 7.3 0 - 7.6 0 - 13.9 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 1.3 0 - - 0.2 - - 1 Renton HS Replacement 2030 Without-Proj - Afternoon Peak 7: RHS NW Dwy/Shattuck Ave S & S Tobin St HCM 7th AWSC Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Intersection Delay, s/veh 8.8 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 426210 43120 24043302095 Future Vol, veh/h 426210 43120 24043302095 Peak Hour Factor 0.79 0.79 0.79 0.89 0.89 0.89 0.44 0.44 0.44 0.89 0.89 0.89 Heavy Vehicles, %444888121212222 Mvmt Flow 53 78 13 4 35 22 5 91 98 34 22 107 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay, s/veh 9.1 8.3 9 8.4 HCM LOSAAAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 2% 37% 7% 21% Vol Thru, % 47% 54% 56% 14% Vol Right, % 51% 9% 36% 66% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 85 114 55 145 LT Vol 2 42 4 30 Through Vol 40 62 31 20 RT Vol 43102095 Lane Flow Rate 193 144 62 163 Geometry Grp 1111 Degree of Util (X) 0.241 0.195 0.083 0.195 Departure Headway (Hd) 4.49 4.856 4.812 4.309 Convergence, Y/N Yes Yes Yes Yes Cap 798 737 742 831 Service Time 2.527 2.901 2.862 2.347 HCM Lane V/C Ratio 0.242 0.195 0.084 0.196 HCM Control Delay, s/veh 9 9.1 8.3 8.4 HCM Lane LOS AAAA HCM 95th-tile Q 0.9 0.7 0.3 0.7 Renton HS Replacement 2030 Without-Proj - Afternoon Peak 8: Logan Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 6.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 57 2 84 3 5 42 31 298 3 12 397 25 Future Vol, veh/h 57 2 84 3 5 42 31 298 3 12 397 25 Conflicting Peds, #/hr 1 0 28 28 0 1 9 0 29 29 0 9 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 80 80 80 98 98 98 78 78 78 82 82 82 Heavy Vehicles, %555222666777 Mvmt Flow 71 3 105 3 5 43 40 382 4 15 484 30 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1003 1032 536 1035 1045 414 524 0 0 415 0 0 Stage 1 538 538 - 492 492 ------- Stage 2 465 494 - 543 553 ------- Critical Hdwy 7.15 6.55 6.25 7.12 6.52 6.22 4.16 - - 4.17 - - Critical Hdwy Stg 16.155.55-6.125.52------- Critical Hdwy Stg 26.155.55-6.125.52------- Follow-up Hdwy 3.545 4.045 3.345 3.518 4.018 3.318 2.254 - - 2.263 - - Pot Cap-1 Maneuver 218 230 539 210 229 638 1023 - - 1118 - - Stage 1 522 518 - 558 547 ------- Stage 2 572 541 - 524 514 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 183 204 519 145 203 614 1013 - - 1076 - - Mov Cap-2 Maneuver 183 204 - 145 203 ------- Stage 1 507 503 - 511 501 ------- Stage 2 500 495 - 397 500 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 34.14 14.26 0.81 0.23 HCM LOS D B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 168 - - 296 440 49 - - HCM Lane V/C Ratio 0.039 - - 0.604 0.116 0.014 - - HCM Ctrl Dly (s/v) 8.7 0 - 34.1 14.3 8.4 0 - HCM Lane LOS A A - D B A A - HCM 95th %tile Q(veh) 0.1 - - 3.7 0.4 0 - - Renton HS Replacement 2030 Without-Proj - Afternoon Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group WBL WBR NBT NBR SBL SBT Ø3 Lane Configurations Traffic Volume (vph) 441 268 1271 0 0 1245 Future Volume (vph) 441 268 1271 0 0 1245 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 11 Lane Util. Factor 0.97 0.88 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 3224 2617 3421 0 0 3388 Flt Permitted 0.950 Satd. Flow (perm) 3224 2617 3421 0 0 3388 Right Turn on Red Yes Yes Satd. Flow (RTOR) 279 Link Speed (mph) 30 30 30 Link Distance (ft) 415 456 920 Travel Time (s) 9.4 10.4 20.9 Confl. Peds. (#/hr) 7 3 3 Confl. Bikes (#/hr) 1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 5% 5% 2% 2% 3% 3% Adj. Flow (vph) 459 279 1324 0 0 1297 Shared Lane Traffic (%) Lane Group Flow (vph) 459 279 1324 0 0 1297 Turn Type Prot Prot NA NA Protected Phases 7 4 2 6 3 Permitted Phases Detector Phase 7 4 2 6 Switch Phase Minimum Initial (s) 7.0 10.0 7.0 7.0 1.0 Minimum Split (s) 13.0 16.0 30.0 13.0 23.0 Total Split (s) 46.0 46.0 56.0 56.0 23.0 Total Split (%) 36.8% 36.8% 44.8% 44.8% 18% Maximum Green (s) 40.0 40.0 50.0 50.0 21.0 Yellow Time (s) 5.0 5.0 5.0 5.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 0.2 Recall Mode None None Min Min None Walk Time (s) 7.0 3.0 Flash Don't Walk (s) 17.0 18.0 Pedestrian Calls (#/hr) 3 7 Act Effct Green (s) 17.3 14.1 36.8 36.8 Actuated g/C Ratio 0.26 0.21 0.55 0.55 v/c Ratio 0.55 0.36 0.70 0.69 Control Delay (s/veh) 24.5 6.2 14.2 14.0 Renton HS Replacement 2030 Without-Proj - Afternoon Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group WBL WBR NBT NBR SBL SBT Ø3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 24.5 6.2 14.2 14.0 LOS C A B B Approach Delay (s/veh) 17.6 14.2 14.0 Approach LOS B B B Queue Length 50th (ft) 80 0 167 162 Queue Length 95th (ft) 150 40 392 382 Internal Link Dist (ft) 335 376 840 Turn Bay Length (ft) Base Capacity (vph) 2958 1749 2682 2656 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.16 0.16 0.49 0.49 Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 66.7 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay (s/veh): 14.9 Intersection LOS: B Intersection Capacity Utilization 57.7% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 9: Rainier Ave S & S 2nd St Renton HS Replacement 2030 Without-Proj - Afternoon Peak 10: S 2nd St & Lake Ave S HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 3.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 683 126 0 176 Future Vol, veh/h 0 0 683 126 0 176 Conflicting Peds, #/hr 7007101 Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 25 25 82 82 82 82 Heavy Vehicles, %007700 Mvmt Flow 0 0 833 154 0 215 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 501 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 7.1 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.9 Pot Cap-1 Maneuver - - 0 445 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 441 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 20.65 HCM LOS C Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 441 HCM Lane V/C Ratio - - 0.487 HCM Ctrl Dly (s/v) - - 20.6 HCM Lane LOS - - C HCM 95th %tile Q(veh) - - 2.6 Renton HS Replacement 2030 Without-Proj - Afternoon Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 53 529 199 38 126 0 0 305 174 Future Volume (vph) 0 0 0 53 529 199 38 126 0 0 305 174 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 10 12 12 11 12 12 13 11 Storage Length (ft) 0 0 0 0 0 0 0 130 Storage Lanes 0 0 0 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.86 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.98 0.99 0.95 Frt 0.962 0.850 Flt Protected 0.997 0.988 Satd. Flow (prot) 00005446 0 0 1606 0 0 1835 1459 Flt Permitted 0.997 0.870 Satd. Flow (perm) 00005435 0 0 1405 0 0 1835 1379 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 207 176 Link Speed (mph) 30 30 30 30 Link Distance (ft) 170 592 373 642 Travel Time (s) 3.9 13.5 8.5 14.6 Confl. Peds. (#/hr) 53 23 23 53 55 27 27 55 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 0% 0% 0% 5% 5% 5% 13% 13% 13% 7% 7% 7% Adj. Flow (vph) 0 0 0 55 551 207 40 131 0 0 318 181 Shared Lane Traffic (%) Lane Group Flow (vph)00008130017100318181 Turn Type Perm NA Perm NA NA Perm Protected Phases 1 2 2 Permitted Phases 1 2 2 Minimum Split (s) 26.0 26.0 26.0 26.0 26.0 26.0 Total Split (s) 30.0 30.0 23.0 23.0 23.0 23.0 Total Split (%) 56.6% 56.6% 43.4% 43.4% 43.4% 43.4% Maximum Green (s) 25.0 25.0 18.0 18.0 18.0 18.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 13.0 13.0 13.0 13.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 25.0 18.0 18.0 18.0 Actuated g/C Ratio 0.47 0.34 0.34 0.34 v/c Ratio 0.30 0.36 0.51 0.31 Control Delay (s/veh) 6.6 15.9 17.5 4.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 6.6 15.9 17.5 4.4 LOS ABBA Renton HS Replacement 2030 Without-Proj - Afternoon Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay (s/veh) 6.6 15.9 12.8 Approach LOS A B B Queue Length 50th (ft) 30 39 78 1 Queue Length 95th (ft) 46 81 140 34 Internal Link Dist (ft) 90 512 293 562 Turn Bay Length (ft)130 Base Capacity (vph) 2673 477 623 584 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.30 0.36 0.51 0.31 Intersection Summary Area Type: Other Cycle Length: 53 Actuated Cycle Length: 53 Offset: 0 (0%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 55 Control Type: Pretimed Maximum v/c Ratio: 0.51 Intersection Signal Delay (s/veh): 9.8 Intersection LOS: A Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 11: Logan Ave S & S 2nd St Renton HS Replacement 2030 Without-Proj - Afternoon Peak 13: Service Dwy & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 128 2 3 54 3 6 Future Vol, veh/h 128 2 3 54 3 6 Conflicting Peds, #/hr 077000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 79 50 75 89 67 67 Heavy Vehicles, % 3 0 33800 Mvmt Flow 162 4 4 61 4 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 173 0 240 171 Stage 1 ----171- Stage 2 ----69- Critical Hdwy - - 4.43 - 6.4 6.2 Critical Hdwy Stg 1 ----5.4- Critical Hdwy Stg 2 ----5.4- Follow-up Hdwy - - 2.497 - 3.5 3.3 Pot Cap-1 Maneuver - - 1237 - 753 878 Stage 1 ----864- Stage 2 ----959- Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1228 - 745 872 Mov Cap-2 Maneuver ----745- Stage 1 ----858- Stage 2 ----956- Approach EB WB NB HCM Ctrl Dly, s/v 0 0.49 9.43 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 825 - - 111 - HCM Lane V/C Ratio 0.016 - - 0.003 - HCM Ctrl Dly (s/v) 9.4 - - 7.9 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - Renton HS Replacement 2030 Without-Proj - Afternoon Peak 14: Logan Ave S & Bus Dwy HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 1.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 10 4 2 323 476 9 Future Vol, veh/h 10 4 2 323 476 9 Conflicting Peds, #/hr 0 0 10 0 0 10 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 35 35 50 78 82 28 Heavy Vehicles, % 100 100067100 Mvmt Flow 29 11 4 414 580 32 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1029 607 623 0 - 0 Stage 1 607----- Stage 2 422----- Critical Hdwy 7.4 7.2 4.1 - - - Critical Hdwy Stg 16.4----- Critical Hdwy Stg 26.4----- Follow-up Hdwy 4.4 4.2 2.2 - - - Pot Cap-1 Maneuver 174 356 968--- Stage 1 394----- Stage 2 495----- Platoon blocked, % - - - Mov Cap-1 Maneuver 169 352 959--- Mov Cap-2 Maneuver 169----- Stage 1 388----- Stage 2 490----- Approach EB NB SB HCM Ctrl Dly, s/v 27.62 0.08 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 17 - 199 - - HCM Lane V/C Ratio 0.004 - 0.201 - - HCM Ctrl Dly (s/v) 8.8 0 27.6 - - HCM Lane LOS A A D - - HCM 95th %tile Q(veh) 0 - 0.7 - - Renton HS Replacement 2030 Without-Proj - Afternoon Peak 15: S 2nd St & East Lot Dwy HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 4.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 696 45 0 111 Future Vol, veh/h 0 0 696 45 0 111 Conflicting Peds, #/hr 0 0 0 59 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 96 63 42 42 Heavy Vehicles, %227000 Mvmt Flow 0 0 725 71 0 264 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 457 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - - 0 556 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 525 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 18.62 HCM LOS C Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 525 HCM Lane V/C Ratio - - 0.504 HCM Ctrl Dly (s/v) - - 18.6 HCM Lane LOS - - C HCM 95th %tile Q(veh) - - 2.8 Renton HS Replacement 2030 Without-Proj - Afternoon Peak 17: S 2nd St & Drop Off Exit HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 1.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 764 0 0 47 Future Vol, veh/h 0 0 764 0 0 47 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 96 96 50 50 Heavy Vehicles, %227700 Mvmt Flow 0 0 796 0 0 94 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 398 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - 0 0 607 Stage 1 - 0 0 - Stage 2 - 0 0 - Platoon blocked, % - Mov Cap-1 Maneuver - - - 607 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 12.01 HCM LOS B Minor Lane/Major Mvmt WBTSBLn1 Capacity (veh/h) - 607 HCM Lane V/C Ratio - 0.155 HCM Ctrl Dly (s/v) - 12 HCM Lane LOS - B HCM 95th %tile Q(veh) - 0.5 Renton HS Replacement 2030 Without-Proj - Afternoon Peak 18: S 2nd St & West Lot Dwy HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 771 40 0 31 Future Vol, veh/h 0 0 771 40 0 31 Conflicting Peds, #/hr 000500 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 96 60 44 44 Heavy Vehicles, %227844 Mvmt Flow 0 0 803 67 0 70 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 440 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.98 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.34 Pot Cap-1 Maneuver - - 0 559 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 557 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 12.4 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 557 HCM Lane V/C Ratio - - 0.126 HCM Ctrl Dly (s/v) - - 12.4 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.4 Renton HS Replacement 2030 Without-Proj - PM Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 26 763 68 345 651 337 352 490 483 612 519 22 Future Volume (vph) 26 763 68 345 651 337 352 490 483 612 519 22 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 12 12 11 14 Storage Length (ft) 95 0 370 290 350 0 400 190 Storage Lanes 1 0 1 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 0.97 0.95 0.95 0.97 1.00 1.00 0.97 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 0.99 0.99 0.98 Frt 0.988 0.949 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1728 3406 0 3467 3347 0 3351 1818 1599 3433 1801 1689 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1719 3406 0 3458 3347 0 3333 1818 1599 3433 1801 1657 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 5 53 301 109 Link Speed (mph) 30 30 30 30 Link Distance (ft) 659 1200 427 808 Travel Time (s) 15.0 27.3 9.7 18.4 Confl. Peds. (#/hr) 7 3 3 7 4 4 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 2% 2% 2% Adj. Flow (vph) 27 787 70 356 671 347 363 505 498 631 535 23 Shared Lane Traffic (%) Lane Group Flow (vph) 27 857 0 356 1018 0 363 505 498 631 535 23 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 62 Detector Phase 74 38 166522 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 10.0 35.0 10.0 36.0 10.0 31.0 31.0 10.0 34.0 34.0 Total Split (s) 20.0 40.0 30.0 45.0 45.0 55.0 55.0 45.0 55.0 55.0 Total Split (%) 11.8% 23.5% 17.6% 26.5% 26.5% 32.4% 32.4% 26.5% 32.4% 32.4% Maximum Green (s) 15.0 35.0 25.0 40.0 40.0 50.0 50.0 40.0 50.0 50.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None None Min Min None Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 23.0 24.0 19.0 19.0 22.0 22.0 Pedestrian Calls (#/hr) 3 7 0 0 4 4 Act Effct Green (s) 7.1 35.3 20.1 52.8 30.0 47.9 47.9 32.5 50.4 50.4 Actuated g/C Ratio 0.05 0.23 0.13 0.34 0.19 0.31 0.31 0.21 0.32 0.32 Renton HS Replacement 2030 Without-Proj - PM Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.35 1.11 0.80 0.87 0.56 0.91 0.71 0.88 0.92 0.04 Control Delay (s/veh) 87.7 119.6 80.8 56.4 60.1 73.4 25.2 74.9 73.9 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 87.7 119.6 80.8 56.4 60.1 73.4 25.2 74.9 73.9 0.1 LOS FF FE EECEEA Approach Delay (s/veh) 118.6 62.7 52.3 73.0 Approach LOS F E D E Queue Length 50th (ft) 28 ~544 188 527 174 501 187 331 546 0 Queue Length 95th (ft) 65 #752 256 #735 234 #786 359 418 #863 0 Internal Link Dist (ft) 579 1120 347 728 Turn Bay Length (ft) 95 370 350 400 190 Base Capacity (vph) 167 774 560 1167 866 587 720 887 581 609 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.16 1.11 0.64 0.87 0.42 0.86 0.69 0.71 0.92 0.04 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 155.9 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay (s/veh): 72.6 Intersection LOS: E Intersection Capacity Utilization 93.2% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Rainier Ave S & Airport Way Renton HS Replacement 2030 Without-Proj - PM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 10 1859 11 10 1248 23 26 3 13 48 7 22 Future Volume (vph) 10 1859 11 10 1248 23 26 3 13 48 7 22 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 11 12 12 11 11 12 12 12 12 12 11 Storage Length (ft) 200 0 160 70 0 0 0 0 Storage Lanes 1 0 0 1 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 0.91 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 0.96 0.99 0.98 Frt 0.999 0.850 0.959 0.850 Flt Protected 0.950 0.950 0.970 0.958 Satd. Flow (prot) 1787 4959 0 1770 3421 1531 0 1760 0 0 1820 1561 Flt Permitted 0.150 0.105 0.776 0.722 Satd. Flow (perm) 282 4959 0 196 3421 1471 0 1405 0 0 1372 1536 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 1 78 78 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1200 866 176 149 Travel Time (s) 27.3 19.7 4.0 3.4 Confl. Peds. (#/hr) 4 1 1 4 3 3 Confl. Bikes (#/hr) 5 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 0% 0% 0% 0% 0% 0% Adj. Flow (vph) 10 1916 11 10 1287 24 27 3 13 49 7 23 Shared Lane Traffic (%) Lane Group Flow (vph) 10 1927 0 10 1287 24 0 43 0 0 56 23 Turn Type D.P+P NA Perm NA Perm Perm NA Perm NA Perm Protected Phases 5 2684 Permitted Phases 6 6 6 8 4 4 Detector Phase 52 66688 444 Switch Phase 6 Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 20.0 10.0 10.0 10.0 10.0 10.0 33.0 33.0 33.0 Total Split (s) 30.0 30.0 30.0 30.0 30.0 30.0 30.0 31.0 31.0 31.0 Total Split (%) 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 24.6% 24.6% 24.6% Maximum Green (s) 25.0 25.0 25.0 25.0 25.0 25.0 25.0 26.0 26.0 26.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min Min Min Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 8.0 21.0 21.0 21.0 Pedestrian Calls (#/hr) 1 3 3 3 Act Effct Green (s) 38.8 41.9 40.8 40.8 40.8 9.0 9.1 9.1 Renton HS Replacement 2030 Without-Proj - PM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group Ø9 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 35.0 Total Split (s) 35.0 Total Split (%) 28% Maximum Green (s) 33.0 Yellow Time (s) 2.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Recall Mode None Walk Time (s) 5.0 Flash Don't Walk (s) 28.0 Pedestrian Calls (#/hr) 5 Act Effct Green (s) Renton HS Replacement 2030 Without-Proj - PM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.67 0.72 0.70 0.70 0.70 0.15 0.16 0.16 v/c Ratio 0.03 0.54 0.07 0.54 0.02 0.20 0.26 0.08 Control Delay (s/veh) 13.9 13.0 21.6 15.6 0.0 25.5 26.5 0.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 13.9 13.0 21.6 15.6 0.0 25.5 26.5 0.5 LOS B B C B A C C A Approach Delay (s/veh) 13.0 15.4 25.5 18.9 Approach LOS B B C B Queue Length 50th (ft) 1 83 1 77 0 11 15 0 Queue Length 95th (ft) 17 #693 24 #820 0 53 65 0 Internal Link Dist (ft) 1120 786 96 69 Turn Bay Length (ft) 200 160 70 Base Capacity (vph) 923 4469 137 2400 1055 716 699 821 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.01 0.43 0.07 0.54 0.02 0.06 0.08 0.03 Intersection Summary Area Type: Other Cycle Length: 126 Actuated Cycle Length: 58.1 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.54 Intersection Signal Delay (s/veh): 14.2 Intersection LOS: B Intersection Capacity Utilization 57.2% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Shattuck Ave S & Airport Way Renton HS Replacement 2030 Without-Proj - PM Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 1783 153 65 187 161 1215 Future Volume (vph) 1783 153 65 187 161 1215 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 12 12 11 11 12 Storage Length (ft) 0 0 150 0 Storage Lanes 3 0 1 2 Taper Length (ft) 25 25 Lane Util. Factor 0.94 0.91 1.00 1.00 1.00 0.88 Ped Bike Factor 1.00 Frt 0.988 Flt Protected 0.950 Satd. Flow (prot) 5058 0 1719 1749 1801 3278 Flt Permitted 0.950 Satd. Flow (perm) 5058 0 1719 1749 1801 3278 Right Turn on Red Yes Yes Satd. Flow (RTOR) 20 1253 Link Speed (mph) 30 30 30 Link Distance (ft) 866 180 687 Travel Time (s) 19.7 4.1 15.6 Confl. Peds. (#/hr) 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 1% 1% 5% 5% 2% 2% Adj. Flow (vph) 1838 158 67 193 166 1253 Shared Lane Traffic (%) Lane Group Flow (vph) 1996 0 67 193 166 1253 Turn Type Prot Prot NA NA Free Protected Phases 3 2 5 1 Permitted Phases Free Detector Phase 3 2 5 1 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 5.0 Minimum Split (s) 28.0 11.0 11.0 11.0 Total Split (s) 56.0 21.0 46.0 21.0 Total Split (%) 54.9% 20.6% 45.1% 20.6% Maximum Green (s) 50.0 15.0 40.0 15.0 Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 4.0 4.5 4.0 Recall Mode Min None None None Walk Time (s) 7.0 Flash Don't Walk (s) 15.0 Pedestrian Calls (#/hr) 1 Act Effct Green (s) 50.6 9.8 26.2 13.4 89.0 Actuated g/C Ratio 0.57 0.11 0.29 0.15 1.00 Renton HS Replacement 2030 Without-Proj - PM Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBR NBL NBT SBT SBR v/c Ratio 0.69 0.35 0.37 0.61 0.38 Control Delay (s/veh) 16.5 43.5 26.1 47.2 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 16.5 43.5 26.1 47.2 0.3 LOS B D C D A Approach Delay (s/veh) 16.5 30.6 5.8 Approach LOS B C A Queue Length 50th (ft) 292 37 84 91 0 Queue Length 95th (ft) 384 78 141 164 0 Internal Link Dist (ft) 786 100 607 Turn Bay Length (ft) 150 Base Capacity (vph) 2886 371 794 306 3278 Starvation Cap Reductn 0 0000 Spillback Cap Reductn 0 0000 Storage Cap Reductn 0 0000 Reduced v/c Ratio 0.69 0.18 0.24 0.54 0.38 Intersection Summary Area Type: Other Cycle Length: 102 Actuated Cycle Length: 89 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay (s/veh): 13.4 Intersection LOS: B Intersection Capacity Utilization 64.8% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: Logan Ave S & Airport Way Renton HS Replacement 2030 Without-Proj - PM Peak 5: Rainier Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 27 1334 49 0 900 Future Vol, veh/h 0 27 1334 49 0 900 Conflicting Peds, #/hr 000220 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 88 88 94 94 88 88 Heavy Vehicles, %001122 Mvmt Flow 0 31 1419 52 0 1023 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2470 738 0 0 1473 0 Stage 1 1447----- Stage 2 1023----- Critical Hdwy 6.6 6.9 - - 4.13 - Critical Hdwy Stg 15.8----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.3 - - 2.219 - Pot Cap-1 Maneuver 29 365 - - 455 - Stage 1 186----- Stage 2 350----- Platoon blocked, % - - - Mov Cap-1 Maneuver 29 364 - - 454 - Mov Cap-2 Maneuver 29 ----- Stage 1 186----- Stage 2 350----- Approach WB NB SB HCM Ctrl Dly, s/v 15.79 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 364 454 - HCM Lane V/C Ratio - - 0.084 - - HCM Ctrl Dly (s/v) - - 15.8 0 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0.3 0 - Renton HS Replacement 2030 Without-Proj - PM Peak 6: Lake Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 6.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 45 32 13 26 0 14 51 22 3 20 12 Future Vol, veh/h 6 45 32 13 26 0 14 51 22 3 20 12 Conflicting Peds, #/hr 201102400004 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 82 82 82 70 70 70 76 76 76 54 54 54 Heavy Vehicles, %444000333000 Mvmt Flow 7 55 39 19 37 0 18 67 29 6 37 22 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 39 0 0 95 0 0 187 166 75 179 186 43 Stage 1 ------9090-7676- Stage 2 ------9776-103110- Critical Hdwy 4.14 - - 4.1 - - 7.13 6.53 6.23 7.1 6.5 6.2 Critical Hdwy Stg 1 ------6.135.53-6.15.5- Critical Hdwy Stg 2 ------6.135.53-6.15.5- Follow-up Hdwy 2.236 - - 2.2 - - 3.527 4.027 3.327 3.5 4 3.3 Pot Cap-1 Maneuver 1558 - - 1512 - - 772 725 983 787 712 1033 Stage 1 ------915818-938835- Stage 2 ------907830-908809- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1555 - - 1510 - - 700 710 982 680 698 1027 Mov Cap-2 Maneuver ------700710-680698- Stage 1 ------909814-925824- Stage 2 ------834818-804804- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.53 2.47 10.56 10.02 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 762 120 - - 600 - - 782 HCM Lane V/C Ratio 0.15 0.005 - - 0.012 - - 0.083 HCM Ctrl Dly (s/v) 10.6 7.3 0 - 7.4 0 - 10 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.5 0 - - 0 - - 0.3 Renton HS Replacement 2030 Without-Proj - PM Peak 7: RHS NW Dwy/Shattuck Ave S & S Tobin St HCM 7th AWSC Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Intersection Delay, s/veh 7.5 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 48 6 7 23 27 2 10 2 29 0 15 Future Vol, veh/h 23 48 6 7 23 27 2 10 2 29 0 15 Peak Hour Factor 0.81 0.81 0.81 0.83 0.83 0.83 0.75 0.75 0.75 0.67 0.67 0.67 Heavy Vehicles, %333555000000 Mvmt Flow 28 59 7 8 28 33 3 13 3 43 0 22 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay, s/veh 7.7 7.3 7.4 7.5 HCM LOSAAAA Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 14% 30% 12% 66% Vol Thru, % 71% 62% 40% 0% Vol Right, % 14% 8% 47% 34% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 14 77 57 44 LT Vol 2 23 7 29 Through Vol 10 48 23 0 RT Vol 2 6 27 15 Lane Flow Rate 19 95 69 66 Geometry Grp 1111 Degree of Util (X) 0.022 0.11 0.075 0.075 Departure Headway (Hd) 4.176 4.163 3.944 4.123 Convergence, Y/N Yes Yes Yes Yes Cap 844 855 899 857 Service Time 2.269 2.219 2.01 2.204 HCM Lane V/C Ratio 0.023 0.111 0.077 0.077 HCM Control Delay, s/veh 7.4 7.7 7.3 7.5 HCM Lane LOS AAAA HCM 95th-tile Q 0.1 0.4 0.2 0.2 Renton HS Replacement 2030 Without-Proj - PM Peak 8: Logan Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 17 1 68 2 0 29 39 172 7 22 269 13 Future Vol, veh/h 17 1 68 2 0 29 39 172 7 22 269 13 Conflicting Peds, #/hr 10220110101001 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 80 80 80 75 75 75 85 85 85 90 90 90 Heavy Vehicles, %111000444666 Mvmt Flow 21 1 85 3 0 39 46 202 8 24 299 14 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 651 668 309 659 671 217 314 0 0 221 0 0 Stage 1 356 356 - 308 308 ------- Stage 2 295 312 - 350 363 ------- Critical Hdwy 7.11 6.51 6.21 7.1 6.5 6.2 4.14 - - 4.16 - - Critical Hdwy Stg 16.115.51-6.15.5------- Critical Hdwy Stg 26.115.51-6.15.5------- Follow-up Hdwy 3.509 4.009 3.309 3.5 4 3.3 2.236 - - 2.254 - - Pot Cap-1 Maneuver 383 380 733 380 380 827 1235 - - 1325 - - Stage 1 664 631 - 706 664 ------- Stage 2 715 659 - 670 628 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 341 351 731 309 351 816 1233 - - 1308 - - Mov Cap-2 Maneuver 341 351 - 309 351 ------- Stage 1 648 616 - 668 628 ------- Stage 2 652 623 - 577 613 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 12.45 10.17 1.44 0.56 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 320 - - 590 738 129 - - HCM Lane V/C Ratio 0.037 - - 0.182 0.056 0.019 - - HCM Ctrl Dly (s/v) 8 0 - 12.5 10.2 7.8 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0.1 - - 0.7 0.2 0.1 - - Renton HS Replacement 2030 Without-Proj - PM Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group WBL WBR NBT NBR SBL SBT Ø3 Lane Configurations Traffic Volume (vph) 423 312 1095 0 0 1081 Future Volume (vph) 423 312 1095 0 0 1081 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 11 Lane Util. Factor 0.97 0.88 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 3224 2617 3455 0 0 3421 Flt Permitted 0.950 Satd. Flow (perm) 3224 2617 3455 0 0 3421 Right Turn on Red Yes Yes Satd. Flow (RTOR) 328 Link Speed (mph) 30 30 30 Link Distance (ft) 415 456 920 Travel Time (s) 9.4 10.4 20.9 Confl. Peds. (#/hr) 4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 5% 5% 1% 1% 2% 2% Adj. Flow (vph) 445 328 1153 0 0 1138 Shared Lane Traffic (%) Lane Group Flow (vph) 445 328 1153 0 0 1138 Turn Type Prot Prot NA NA Protected Phases 7 4 2 6 3 Permitted Phases Detector Phase 7 4 2 6 Switch Phase Minimum Initial (s) 7.0 10.0 7.0 7.0 1.0 Minimum Split (s) 13.0 16.0 30.0 13.0 23.0 Total Split (s) 46.0 46.0 56.0 56.0 23.0 Total Split (%) 36.8% 36.8% 44.8% 44.8% 18% Maximum Green (s) 40.0 40.0 50.0 50.0 21.0 Yellow Time (s) 5.0 5.0 5.0 5.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 0.2 Recall Mode None None Min Min None Walk Time (s) 7.0 3.0 Flash Don't Walk (s) 17.0 18.0 Pedestrian Calls (#/hr) 0 4 Act Effct Green (s) 16.5 13.5 26.5 26.5 Actuated g/C Ratio 0.30 0.24 0.47 0.47 v/c Ratio 0.47 0.37 0.70 0.70 Control Delay (s/veh) 18.5 5.4 15.0 14.9 Queue Delay 0.0 0.0 0.0 0.0 Renton HS Replacement 2030 Without-Proj - PM Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group WBL WBR NBT NBR SBL SBT Ø3 Total Delay (s/veh) 18.5 5.4 15.0 14.9 LOS B A B B Approach Delay (s/veh) 12.9 15.0 14.9 Approach LOS B B B Queue Length 50th (ft) 57 0 128 126 Queue Length 95th (ft) 127 41 320 315 Internal Link Dist (ft) 335 376 840 Turn Bay Length (ft) Base Capacity (vph) 3044 2079 3058 3028 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.15 0.16 0.38 0.38 Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 55.9 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay (s/veh): 14.4 Intersection LOS: B Intersection Capacity Utilization 52.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 9: Rainier Ave S & S 2nd St Renton HS Replacement 2030 Without-Proj - PM Peak 10: S 2nd St & Lake Ave S HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 696 76 0 54 Future Vol, veh/h 0 0 696 76 0 54 Conflicting Peds, #/hr 0006183 Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 97 97 77 77 Heavy Vehicles, %225500 Mvmt Flow 0 0 718 78 0 70 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 407 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 7.1 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.9 Pot Cap-1 Maneuver - - 0 512 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 508 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 13.22 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 508 HCM Lane V/C Ratio - - 0.138 HCM Ctrl Dly (s/v) - - 13.2 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.5 Renton HS Replacement 2030 Without-Proj - PM Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 61 564 169 22 90 0 0 221 122 Future Volume (vph) 0 0 0 61 564 169 22 90 0 0 221 122 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 10 12 12 11 12 12 13 11 Storage Length (ft) 0 0 0 0 0 0 0 130 Storage Lanes 0 0 0 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.86 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 1.00 0.98 Frt 0.968 0.850 Flt Protected 0.996 0.990 Satd. Flow (prot) 00005611 0 0 1568 0 0 1888 1501 Flt Permitted 0.996 0.916 Satd. Flow (perm) 00005600 0 0 1449 0 0 1888 1470 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 174 136 Link Speed (mph) 30 30 30 30 Link Distance (ft) 170 592 373 642 Travel Time (s) 3.9 13.5 8.5 14.6 Confl. Peds. (#/hr) 13 19 19 13 11 16 16 11 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 2% 2% 2% 4% 4% 4% 16% 16% 16% 4% 4% 4% Adj. Flow (vph) 0 0 0 68 627 188 24 100 0 0 246 136 Shared Lane Traffic (%) Lane Group Flow (vph)00008830012400246136 Turn Type Perm NA Perm NA NA Perm Protected Phases 1 2 2 Permitted Phases 1 2 2 Minimum Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (s) 30.0 30.0 23.0 23.0 23.0 23.0 Total Split (%) 56.6% 56.6% 43.4% 43.4% 43.4% 43.4% Maximum Green (s) 25.0 25.0 18.0 18.0 18.0 18.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 13.0 13.0 13.0 13.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 25.0 18.0 18.0 18.0 Actuated g/C Ratio 0.47 0.34 0.34 0.34 v/c Ratio 0.32 0.25 0.38 0.23 Control Delay (s/veh) 7.2 14.4 15.5 4.1 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 7.2 14.4 15.5 4.1 LOS ABBA Renton HS Replacement 2030 Without-Proj - PM Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay (s/veh) 7.2 14.4 11.4 Approach LOS A B B Queue Length 50th (ft) 36 27 57 0 Queue Length 95th (ft) 52 60 107 29 Internal Link Dist (ft) 90 512 293 562 Turn Bay Length (ft)130 Base Capacity (vph) 2733 492 641 589 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.32 0.25 0.38 0.23 Intersection Summary Area Type: Other Cycle Length: 53 Actuated Cycle Length: 53 Offset: 23 (43%), Referenced to phase 1:WBTL, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.38 Intersection Signal Delay (s/veh): 9.0 Intersection LOS: A Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 11: Logan Ave S & S 2nd St Renton HS Replacement 2030 Without-Proj - PM Peak 13: Service Dwy & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 1.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 79 7 7 43 8 6 Future Vol, veh/h 79 7 7 43 8 6 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 50 50 83 88 88 Heavy Vehicles, %332522 Mvmt Flow 86 14 14 52 9 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 100 0 173 93 Stage 1 ----93- Stage 2 ----80- Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 ----5.42- Critical Hdwy Stg 2 ----5.42- Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1493 - 817 964 Stage 1 ----931- Stage 2 ----943- Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1493 - 809 964 Mov Cap-2 Maneuver ----809- Stage 1 ----931- Stage 2 ----934- Approach EB WB NB HCM Ctrl Dly, s/v 0 1.58 9.22 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 869 - - 383 - HCM Lane V/C Ratio 0.018 - - 0.009 - HCM Ctrl Dly (s/v) 9.2 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - Renton HS Replacement 2030 Without-Proj - PM Peak 14: Logan Ave S & Bus Dwy HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 218 340 0 Future Vol, veh/h 0 0 0 218 340 0 Conflicting Peds, #/hr 000000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %222222 Mvmt Flow 0 0 0 237 370 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 607 370 370 0 - 0 Stage 1 370----- Stage 2 237----- Critical Hdwy 6.426.224.12--- Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 2.218--- Pot Cap-1 Maneuver 460 676 1189--- Stage 1 699----- Stage 2 802----- Platoon blocked, % - - - Mov Cap-1 Maneuver 460 676 1189--- Mov Cap-2 Maneuver 460----- Stage 1 699----- Stage 2 802----- Approach EB NB SB HCM Ctrl Dly, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1189---- HCM Lane V/C Ratio ----- HCM Ctrl Dly (s/v) 0 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 ---- Renton HS Replacement 2030 Without-Proj - PM Peak 15: S 2nd St & East Lot Dwy HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 663 45 0 38 Future Vol, veh/h 0 0 663 45 0 38 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 90 77 64 64 Heavy Vehicles, %224000 Mvmt Flow 0 0 737 58 0 59 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 398 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - - 0 608 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 608 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 11.57 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 608 HCM Lane V/C Ratio - - 0.098 HCM Ctrl Dly (s/v) - - 11.6 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.3 Renton HS Replacement 2030 Without-Proj - PM Peak 17: S 2nd St & Drop Off Exit HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 694 0 0 16 Future Vol, veh/h 0 0 694 0 0 16 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 90 90 92 50 Heavy Vehicles, %224420 Mvmt Flow 0 0 771 0 0 32 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 386 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - 0 0 619 Stage 1 - 0 0 - Stage 2 - 0 0 - Platoon blocked, % - Mov Cap-1 Maneuver - - - 619 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 11.14 HCM LOS B Minor Lane/Major Mvmt WBTSBLn1 Capacity (veh/h) - 619 HCM Lane V/C Ratio - 0.052 HCM Ctrl Dly (s/v) - 11.1 HCM Lane LOS - B HCM 95th %tile Q(veh) - 0.2 Renton HS Replacement 2030 Without-Proj - PM Peak 18: S 2nd St & West Lot Dwy HCM 7th TWSC Renton HS Replacement: 2030 Without-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 696 14 0 19 Future Vol, veh/h 0 0 696 14 0 19 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 90 60 56 56 Heavy Vehicles, %224000 Mvmt Flow 0 0 773 23 0 34 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 398 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - - 0 607 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 607 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 11.28 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 607 HCM Lane V/C Ratio - - 0.056 HCM Ctrl Dly (s/v) - - 11.3 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.2 Renton HS Replacement 2030 With-Proj - AM Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 16 720 38 174 381 244 258 452 738 314 254 9 Future Volume (vph) 16 720 38 174 381 244 258 452 738 314 254 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 12 12 11 14 Storage Length (ft) 95 0 370 290 350 0 400 190 Storage Lanes 1 0 1 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 0.97 0.95 0.95 0.97 1.00 1.00 0.97 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 0.98 Frt 0.993 0.941 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1678 3328 0 3335 3235 0 3105 1733 1495 3400 1783 1672 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1678 3328 0 3332 3235 0 3093 1733 1495 3400 1783 1645 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 3 83 348 109 Link Speed (mph) 30 30 30 30 Link Distance (ft) 659 1200 427 808 Travel Time (s) 15.0 27.3 9.7 18.4 Confl. Peds. (#/hr) 1 1 2 2 Confl. Bikes (#/hr)1 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles (%) 4% 4% 4% 5% 5% 5% 9% 6% 8% 3% 3% 3% Adj. Flow (vph) 19 837 44 202 443 284 300 526 858 365 295 10 Shared Lane Traffic (%) Lane Group Flow (vph) 19 881 0 202 727 0 300 526 858 365 295 10 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 62 Detector Phase 74 38 166522 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 10.0 35.0 10.0 36.0 10.0 31.0 31.0 10.0 34.0 34.0 Total Split (s) 20.0 40.0 30.0 45.0 45.0 55.0 55.0 45.0 55.0 55.0 Total Split (%) 11.8% 23.5% 17.6% 26.5% 26.5% 32.4% 32.4% 26.5% 32.4% 32.4% Maximum Green (s) 15.0 35.0 25.0 40.0 40.0 50.0 50.0 40.0 50.0 50.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None None Min Min None Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 23.0 24.0 19.0 19.0 22.0 22.0 Pedestrian Calls (#/hr) 1 0 0 0 2 2 Act Effct Green (s) 6.3 35.1 12.7 45.8 42.3 50.1 50.1 19.1 26.9 26.9 Renton HS Replacement 2030 With-Proj - AM Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.05 0.26 0.09 0.33 0.31 0.37 0.37 0.14 0.20 0.20 v/c Ratio 0.25 1.03 0.65 0.64 0.31 0.83 1.12 0.77 0.84 0.02 Control Delay (s/veh) 73.1 88.7 70.9 38.5 39.1 53.2 94.8 68.6 74.3 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 73.1 88.7 70.9 38.5 39.1 53.2 94.8 68.6 74.3 0.1 LOS EF ED DDFEEA Approach Delay (s/veh) 88.4 45.5 71.9 70.1 Approach LOS F D E E Queue Length 50th (ft) 17 ~440 90 268 105 424 ~668 163 255 0 Queue Length 95th (ft) 44 #595 131 345 158 #632 #912 214 343 0 Internal Link Dist (ft) 579 1120 347 728 Turn Bay Length (ft) 95 370 350 400 190 Base Capacity (vph) 184 854 609 1168 964 633 767 994 652 670 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.10 1.03 0.33 0.62 0.31 0.83 1.12 0.37 0.45 0.01 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 137.1 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.12 Intersection Signal Delay (s/veh): 69.3 Intersection LOS: E Intersection Capacity Utilization 88.4% ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Rainier Ave S & Airport Way Renton HS Replacement 2030 With-Proj - AM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 19 1735 31 33 811 20 12 4 19 9 12 6 Future Volume (vph) 19 1735 31 33 811 20 12 4 19 9 12 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 11 12 12 11 11 12 12 12 12 12 11 Storage Length (ft) 200 0 160 70 0 0 0 0 Storage Lanes 1 0 0 1 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 0.91 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 Frt 0.997 0.850 0.928 0.850 Flt Protected 0.950 0.950 0.983 0.980 Satd. Flow (prot) 1719 4717 0 1736 3355 1501 0 1331 0 0 1862 1561 Flt Permitted 0.278 0.101 0.958 Satd. Flow (perm) 503 4717 0 185 3355 1467 0 1297 0 0 1900 1561 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 3 78 78 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1200 866 176 149 Travel Time (s) 27.3 19.7 4.0 3.4 Confl. Peds. (#/hr) 1 1 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 5% 6% 5% 4% 4% 4% 33% 15% 32% 0% 0% 0% Adj. Flow (vph) 22 1972 35 38 922 23 14 5 22 10 14 7 Shared Lane Traffic (%) Lane Group Flow (vph) 22 2007 0 38 922 23 0 41 0 0 24 7 Turn Type D.P+P NA Perm NA Perm Perm NA Perm NA Perm Protected Phases 5 2684 Permitted Phases 6 6 6 8 4 4 Detector Phase 52 66688 444 Switch Phase 6 Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 20.0 10.0 10.0 10.0 10.0 10.0 33.0 33.0 33.0 Total Split (s) 30.0 30.0 30.0 30.0 30.0 30.0 30.0 31.0 31.0 31.0 Total Split (%) 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 24.6% 24.6% 24.6% Maximum Green (s) 25.0 25.0 25.0 25.0 25.0 25.0 25.0 26.0 26.0 26.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min Min Min Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 8.0 21.0 21.0 21.0 Pedestrian Calls (#/hr) 0 0 0 0 Act Effct Green (s) 40.3 44.5 43.2 43.2 43.2 6.8 6.5 6.5 Actuated g/C Ratio 0.73 0.81 0.79 0.79 0.79 0.12 0.12 0.12 Renton HS Replacement 2030 With-Proj - AM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group Ø9 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 35.0 Total Split (s) 35.0 Total Split (%) 28% Maximum Green (s) 33.0 Yellow Time (s) 2.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Recall Mode None Walk Time (s) 5.0 Flash Don't Walk (s) 28.0 Pedestrian Calls (#/hr) 5 Act Effct Green (s) Actuated g/C Ratio Renton HS Replacement 2030 With-Proj - AM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.04 0.53 0.26 0.35 0.02 0.26 0.11 0.03 Control Delay (s/veh) 9.7 10.0 25.3 11.5 0.1 30.8 28.0 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 9.7 10.0 25.3 11.5 0.1 30.8 28.0 0.2 LOS A B C B A C C A Approach Delay (s/veh) 10.0 11.8 30.8 21.7 Approach LOS B B C C Queue Length 50th (ft) 1 0 0 0 0 10 6 0 Queue Length 95th (ft) 22 #557 #78 #405 0 53 35 0 Internal Link Dist (ft) 1120 786 96 69 Turn Bay Length (ft) 200 160 70 Base Capacity (vph) 970 4338 145 2633 1168 662 970 835 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.02 0.46 0.26 0.35 0.02 0.06 0.02 0.01 Intersection Summary Area Type: Other Cycle Length: 126 Actuated Cycle Length: 55 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.53 Intersection Signal Delay (s/veh): 11.0 Intersection LOS: B Intersection Capacity Utilization 51.3% ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Shattuck Ave S & Airport Way Renton HS Replacement 2030 With-Proj - AM Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 1570 193 87 272 59 757 Future Volume (vph) 1570 193 87 272 59 757 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 12 12 11 11 12 Storage Length (ft) 0 0 150 0 Storage Lanes 3 0 1 2 Taper Length (ft) 25 25 Lane Util. Factor 0.94 0.91 1.00 1.00 1.00 0.88 Ped Bike Factor 1.00 Frt 0.984 Flt Protected 0.950 Satd. Flow (prot) 4821 0 1597 1670 1733 3155 Flt Permitted 0.950 Satd. Flow (perm) 4821 0 1597 1670 1733 3155 Right Turn on Red Yes Yes Satd. Flow (RTOR) 31 832 Link Speed (mph) 30 30 30 Link Distance (ft) 866 180 687 Travel Time (s) 19.7 4.1 15.6 Confl. Peds. (#/hr) 6 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 5% 8% 13% 10% 6% 6% Adj. Flow (vph) 1725 212 96 299 65 832 Shared Lane Traffic (%) Lane Group Flow (vph) 1937 0 96 299 65 832 Turn Type Prot Prot NA NA Free Protected Phases 3 2 5 1 Permitted Phases Free Detector Phase 3 2 5 1 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 5.0 Minimum Split (s) 28.0 11.0 11.0 11.0 Total Split (s) 56.0 21.0 46.0 21.0 Total Split (%) 54.9% 20.6% 45.1% 20.6% Maximum Green (s) 50.0 15.0 40.0 15.0 Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 4.0 4.5 4.0 Recall Mode Min None None None Walk Time (s) 7.0 Flash Don't Walk (s) 15.0 Pedestrian Calls (#/hr) 5 Act Effct Green (s) 50.2 12.9 25.7 9.7 88.0 Actuated g/C Ratio 0.57 0.15 0.29 0.11 1.00 Renton HS Replacement 2030 With-Proj - AM Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBR NBL NBT SBT SBR v/c Ratio 0.70 0.41 0.61 0.34 0.26 Control Delay (s/veh) 16.1 42.0 32.3 42.6 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 16.1 42.0 32.3 42.6 0.2 LOS B D C D A Approach Delay (s/veh) 16.1 34.6 3.3 Approach LOS B C A Queue Length 50th (ft) 260 51 142 35 0 Queue Length 95th (ft) 375 103 223 76 0 Internal Link Dist (ft) 786 100 607 Turn Bay Length (ft) 150 Base Capacity (vph) 2772 347 764 297 3155 Starvation Cap Reductn 0 0000 Spillback Cap Reductn 0 0000 Storage Cap Reductn 0 0000 Reduced v/c Ratio 0.70 0.28 0.39 0.22 0.26 Intersection Summary Area Type: Other Cycle Length: 102 Actuated Cycle Length: 88 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay (s/veh): 14.8 Intersection LOS: B Intersection Capacity Utilization 58.3% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Logan Ave S & Airport Way Renton HS Replacement 2030 With-Proj - AM Peak 5: Rainier Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 32 1314 33 0 507 Future Vol, veh/h 0 32 1314 33 0 507 Conflicting Peds, #/hr 000220 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, %449866 Mvmt Flow 0 34 1383 35 0 534 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1936 711 0 0 1420 0 Stage 1 1403----- Stage 2 534----- Critical Hdwy 6.66 6.96 - - 4.19 - Critical Hdwy Stg 15.86----- Critical Hdwy Stg 25.46----- Follow-up Hdwy 3.538 3.338 - - 2.257 - Pot Cap-1 Maneuver 63 373 - - 461 - Stage 1 191----- Stage 2 582----- Platoon blocked, % - - - Mov Cap-1 Maneuver 63 372 - - 460 - Mov Cap-2 Maneuver 63 ----- Stage 1 191----- Stage 2 582----- Approach WB NB SB HCM Ctrl Dly, s/v 15.65 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 372 460 - HCM Lane V/C Ratio - - 0.091 - - HCM Ctrl Dly (s/v) - - 15.7 0 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0.3 0 - Renton HS Replacement 2030 With-Proj - AM Peak 6: Lake Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 8.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 9 26 9 14 3 36 103 26 7 14 10 Future Vol, veh/h 13 9 26 9 14 3 36 103 26 7 14 10 Conflicting Peds, #/hr 000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 75 75 75 67 67 67 76 76 76 75 75 75 Heavy Vehicles, % 13 13 13444333666 Mvmt Flow 17 12 35 13 21 4 47 136 34 9 19 13 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 25 0 0 47 0 0 121 116 29 164 131 23 Stage 1 ------6464-5050- Stage 2 ------5752-11481- Critical Hdwy 4.23 - - 4.14 - - 7.13 6.53 6.23 7.16 6.56 6.26 Critical Hdwy Stg 1 ------6.135.53-6.165.56- Critical Hdwy Stg 2 ------6.135.53-6.165.56- Follow-up Hdwy 2.317 - - 2.236 - - 3.527 4.027 3.327 3.554 4.054 3.354 Pot Cap-1 Maneuver 1520 - - 1548 - - 852 772 1043 791 752 1042 Stage 1 ------944840-953845- Stage 2 ------952849-881820- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1520 - - 1548 - - 803 756 1043 618 737 1042 Mov Cap-2 Maneuver ------803756-618737- Stage 1 ------933830-945838- Stage 2 ------911842-704810- Approach EB WB NB SB HCM Ctrl Dly, s/v 2 2.54 11.16 9.9 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 801 424 - - 602 - - 776 HCM Lane V/C Ratio 0.271 0.011 - - 0.009 - - 0.053 HCM Ctrl Dly (s/v) 11.2 7.4 0 - 7.3 0 - 9.9 HCM Lane LOS B A A - A A - A HCM 95th %tile Q(veh) 1.1 0 - - 0 - - 0.2 Renton HS Replacement 2030 With-Proj - AM Peak 7: S Tobin St/New RHS Dwy & Shattuck Ave S HCM 7th AWSC Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Intersection Delay, s/veh 7.8 Intersection LOS A Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 14 15 0 15 46 14 Future Vol, veh/h 14 15 0 15 46 14 Peak Hour Factor 0.70 0.70 0.60 0.60 0.50 0.50 Heavy Vehicles, % 0 13 9 67 17 2 Mvmt Flow 20 21 0 25 92 28 Number of Lanes 011010 Approach EB WB SB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left SB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SB EB Conflicting Lanes Right 0 1 1 HCM Control Delay, s/veh 7.5 6.9 8.1 HCM LOS A A A Lane EBLn1 WBLn1 SBLn1 Vol Left, % 48% 0% 77% Vol Thru, % 52% 0% 0% Vol Right, % 0% 100% 23% Sign Control Stop Stop Stop Traffic Vol by Lane 29 15 60 LT Vol 14 0 46 Through Vol 15 0 0 RT Vol 0 15 14 Lane Flow Rate 41 25 120 Geometry Grp 1 1 1 Degree of Util (X) 0.049 0.026 0.144 Departure Headway (Hd) 4.227 3.695 4.317 Convergence, Y/N Yes Yes Yes Cap 837 953 829 Service Time 2.304 1.779 2.348 HCM Lane V/C Ratio 0.049 0.026 0.145 HCM Control Delay, s/veh 7.5 6.9 8.1 HCM Lane LOS A A A HCM 95th-tile Q 0.2 0.1 0.5 Renton HS Replacement 2030 With-Proj - AM Peak 8: Logan Ave S & RHS Dwy/S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 00000210334232570 Future Vol, veh/h 00000210334232570 Conflicting Peds, #/hr 105501801108 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 72 72 72 64 64 64 77 77 77 70 70 70 Heavy Vehicles, % 0 0 0 11 11 11 0 9 13 9 12 9 Mvmt Flow 00000330434343670 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 818 821 380 817 820 437 375 0 0 437 0 0 Stage 1 384 384 - 436 436 ------- Stage 2 435 437 - 381 384 ------- Critical Hdwy 7.1 6.5 6.2 7.21 6.61 6.31 4.1 - - 4.19 - - Critical Hdwy Stg 16.15.5-6.215.61------- Critical Hdwy Stg 26.15.5-6.215.61------- Follow-up Hdwy 3.5 4 3.3 3.599 4.099 3.399 2.2 - - 2.281 - - Pot Cap-1 Maneuver 297 312 671 285 300 601 1194 - - 1086 - - Stage 1 643 615 - 582 565 ------- Stage 2 604 583 - 624 596 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 277 307 663 282 296 600 1185 - - 1085 - - Mov Cap-2 Maneuver 277 307 - 282 296 ------- Stage 1 635 607 - 581 564 ------- Stage 2 570 582 - 618 588 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 0 11.35 0 0.1 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1185---60021-- HCM Lane V/C Ratio ----0.0550.004-- HCM Ctrl Dly (s/v) 0 - - 0 11.4 8.3 0 - HCM Lane LOS A - - A B A A - HCM 95th %tile Q(veh) 0 - - - 0.2 0 - - Renton HS Replacement 2030 With-Proj - AM Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group WBL WBR NBT NBR SBL SBT Ø3 Lane Configurations Traffic Volume (vph) 324 262 1267 0 0 609 Future Volume (vph) 324 262 1267 0 0 609 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 11 Lane Util. Factor 0.97 0.88 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 3105 2389 3261 0 0 3292 Flt Permitted 0.950 Satd. Flow (perm) 3105 2389 3261 0 0 3292 Right Turn on Red Yes Yes Satd. Flow (RTOR) 298 Link Speed (mph) 30 30 30 Link Distance (ft) 415 456 920 Travel Time (s) 9.4 10.4 20.9 Confl. Peds. (#/hr) 1 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 9% 15% 7% 7% 6% 6% Adj. Flow (vph) 368 298 1440 0 0 692 Shared Lane Traffic (%) Lane Group Flow (vph) 368 298 1440 0 0 692 Turn Type Prot Prot NA NA Protected Phases 7 4 2 6 3 Permitted Phases Detector Phase 7 4 2 6 Switch Phase Minimum Initial (s) 7.0 10.0 7.0 7.0 1.0 Minimum Split (s) 13.0 16.0 30.0 13.0 23.0 Total Split (s) 46.0 46.0 56.0 56.0 23.0 Total Split (%) 36.8% 36.8% 44.8% 44.8% 18% Maximum Green (s) 40.0 40.0 50.0 50.0 21.0 Yellow Time (s) 5.0 5.0 5.0 5.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 0.2 Recall Mode None None Min Min None Walk Time (s) 7.0 3.0 Flash Don't Walk (s) 17.0 18.0 Pedestrian Calls (#/hr) 0 1 Act Effct Green (s) 15.9 12.1 50.0 50.0 Actuated g/C Ratio 0.20 0.16 0.64 0.64 v/c Ratio 0.58 0.48 0.69 0.33 Control Delay (s/veh) 31.2 7.5 12.9 8.1 Queue Delay 0.0 0.0 0.0 0.0 Renton HS Replacement 2030 With-Proj - AM Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group WBL WBR NBT NBR SBL SBT Ø3 Total Delay (s/veh) 31.2 7.5 12.9 8.1 LOS C A B A Approach Delay (s/veh) 20.6 12.9 8.1 Approach LOS C B A Queue Length 50th (ft) 82 0 180 61 Queue Length 95th (ft) 118 38 451 161 Internal Link Dist (ft) 335 376 840 Turn Bay Length (ft) Base Capacity (vph) 2534 1381 2112 2132 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.15 0.22 0.68 0.32 Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 78 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay (s/veh): 13.6 Intersection LOS: B Intersection Capacity Utilization 54.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 9: Rainier Ave S & S 2nd St Renton HS Replacement 2030 With-Proj - AM Peak 10: S 2nd St & Lake Ave S HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 647 152 0 26 Future Vol, veh/h 0 0 647 152 0 26 Conflicting Peds, #/hr 500500 Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 25 25 85 85 80 80 Heavy Vehicles, % 0 0 12 10 13 13 Mvmt Flow 0 0 761 179 0 33 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 475 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 7.36 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 4.03 Pot Cap-1 Maneuver - - 0 436 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 433 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 13.98 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 433 HCM Lane V/C Ratio - - 0.075 HCM Ctrl Dly (s/v) - - 14 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.2 Renton HS Replacement 2030 With-Proj - AM Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 17 551 181 91 147 0 0 70 182 Future Volume (vph) 0 0 0 17 551 181 91 147 0 0 70 182 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 10 12 12 11 12 12 13 11 Storage Length (ft) 0 0 0 0 0 0 0 130 Storage Lanes 0 0 0 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.86 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 0.99 0.96 Frt 0.964 0.850 Flt Protected 0.999 0.981 Satd. Flow (prot) 00005413 0 0 1546 0 0 1818 1369 Flt Permitted 0.999 0.846 Satd. Flow (perm) 00005410 0 0 1319 0 0 1818 1309 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 206 158 Link Speed (mph) 30 30 30 30 Link Distance (ft) 170 592 373 642 Travel Time (s) 3.9 13.5 8.5 14.6 Confl. Peds. (#/hr) 22 22 22 22 41 5 5 41 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles (%) 0% 0% 0% 7% 8% 5% 19% 15% 17% 8% 8% 14% Adj. Flow (vph) 0 0 0 20 648 213 107 173 0 0 82 214 Shared Lane Traffic (%) Lane Group Flow (vph)0000881002800082214 Turn Type Perm NA Perm NA NA Perm Protected Phases 1 2 2 Permitted Phases 1 2 2 Minimum Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (s) 30.0 30.0 23.0 23.0 23.0 23.0 Total Split (%) 56.6% 56.6% 43.4% 43.4% 43.4% 43.4% Maximum Green (s) 25.0 25.0 18.0 18.0 18.0 18.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 13.0 13.0 13.0 13.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 25.0 18.0 18.0 18.0 Actuated g/C Ratio 0.47 0.34 0.34 0.34 v/c Ratio 0.33 0.63 0.13 0.39 Control Delay (s/veh) 6.9 22.4 12.9 6.9 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 6.9 22.4 12.9 6.9 LOS A C B A Renton HS Replacement 2030 With-Proj - AM Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay (s/veh) 6.9 22.4 8.6 Approach LOS A C A Queue Length 50th (ft) 34 72 17 12 Queue Length 95th (ft) 47 129 39 45 Internal Link Dist (ft) 90 512 293 562 Turn Bay Length (ft)130 Base Capacity (vph) 2660 447 617 548 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.33 0.63 0.13 0.39 Intersection Summary Area Type: Other Cycle Length: 53 Actuated Cycle Length: 53 Offset: 22.5 (42%), Referenced to phase 1:WBTL, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.63 Intersection Signal Delay (s/veh): 10.2 Intersection LOS: B Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 11: Logan Ave S & S 2nd St Renton HS Replacement 2030 With-Proj - AM Peak 17: S 2nd St & Drop Off Exit HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 6.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 530 0 0 271 Future Vol, veh/h 0 0 530 0 0 271 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 85 85 69 69 Heavy Vehicles, % 2 2 12900 Mvmt Flow 0 0 624 0 0 393 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 312 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - 0 0 690 Stage 1 - 0 0 - Stage 2 - 0 0 - Platoon blocked, % - Mov Cap-1 Maneuver - - - 690 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 16.88 HCM LOS C Minor Lane/Major Mvmt WBTSBLn1 Capacity (veh/h) - 690 HCM Lane V/C Ratio - 0.569 HCM Ctrl Dly (s/v) - 16.9 HCM Lane LOS - C HCM 95th %tile Q(veh) - 3.6 Renton HS Replacement 2030 With-Proj - AM Peak 18: S 2nd St & SW Lot Dwy HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 686 115 0 33 Future Vol, veh/h 0 0 686 115 0 33 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 85 85 54 54 Heavy Vehicles, % 2 2 11000 Mvmt Flow 0 0 807 135 0 61 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 471 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - - 0 545 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 545 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 12.45 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 545 HCM Lane V/C Ratio - - 0.112 HCM Ctrl Dly (s/v) - - 12.4 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.4 Renton HS Replacement 2030 With-Proj - AM Peak 27: Lake Ave S & SW Lot Dwy HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - AM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 2.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 15 150 0 25 24 Future Vol, veh/h 5 15 150 0 25 24 Conflicting Peds, #/hr 0 0 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 54 54 76 76 80 80 Heavy Vehicles, %222222 Mvmt Flow 9 28 197 0 31 30 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 300 207 0 0 207 0 Stage 1 207----- Stage 2 93 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 692 833 - - 1364 - Stage 1 827----- Stage 2 931----- Platoon blocked, % - - - Mov Cap-1 Maneuver 669 825 - - 1351 - Mov Cap-2 Maneuver 669----- Stage 1 819----- Stage 2 909----- Approach WB NB SB HCM Ctrl Dly, s/v 9.85 0 3.94 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 780 918 - HCM Lane V/C Ratio - - 0.048 0.023 - HCM Ctrl Dly (s/v) - - 9.8 7.7 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0.1 - Renton HS Replacement 2030 With-Proj - Afternoon Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 37 708 75 523 567 272 320 462 774 433 478 35 Future Volume (vph) 37 708 75 523 567 272 320 462 774 433 478 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 12 12 11 14 Storage Length (ft) 95 0 370 290 350 0 400 190 Storage Lanes 1 0 1 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 0.97 0.95 0.95 0.97 1.00 1.00 0.97 1.00 1.00 Ped Bike Factor 1.00 1.00 0.99 0.99 0.99 0.99 0.98 Frt 0.986 0.951 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1711 3360 0 3400 3294 0 3319 1801 1568 3400 1783 1672 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1702 3360 0 3375 3294 0 3289 1801 1548 3400 1783 1635 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 6 46 326 109 Link Speed (mph) 30 30 30 30 Link Distance (ft) 659 1200 427 808 Travel Time (s) 15.0 27.3 9.7 18.4 Confl. Peds. (#/hr) 6 8 8 6 6 6 Confl. Bikes (#/hr)1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 2% 2% 2% 3% 3% 3% 2% 2% 3% 3% 3% 3% Adj. Flow (vph) 38 730 77 539 585 280 330 476 798 446 493 36 Shared Lane Traffic (%) Lane Group Flow (vph) 38 807 0 539 865 0 330 476 798 446 493 36 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 62 Detector Phase 74 38 166522 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 10.0 35.0 10.0 36.0 10.0 31.0 31.0 10.0 34.0 34.0 Total Split (s) 20.0 40.0 30.0 45.0 45.0 55.0 55.0 45.0 55.0 55.0 Total Split (%) 11.8% 23.5% 17.6% 26.5% 26.5% 32.4% 32.4% 26.5% 32.4% 32.4% Maximum Green (s) 15.0 35.0 25.0 40.0 40.0 50.0 50.0 40.0 50.0 50.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None None Min Min None Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 23.0 24.0 19.0 19.0 22.0 22.0 Pedestrian Calls (#/hr) 6 5 0 0 5 5 Act Effct Green (s) 7.9 35.0 25.0 54.2 28.2 50.0 50.0 24.5 46.4 46.4 Renton HS Replacement 2030 With-Proj - Afternoon Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.05 0.23 0.16 0.35 0.18 0.32 0.32 0.16 0.30 0.30 v/c Ratio 0.44 1.05 0.98 0.73 0.55 0.82 1.11 0.83 0.92 0.06 Control Delay (s/veh) 87.1 103.5 97.4 47.2 61.9 61.2 95.0 76.6 75.9 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 87.1 103.5 97.4 47.2 61.9 61.2 95.0 76.6 75.9 0.2 LOS FF FD EEFEEA Approach Delay (s/veh) 102.7 66.5 78.1 73.5 Approach LOS F E E E Queue Length 50th (ft) 38 ~464 282 389 162 443 ~680 227 466 0 Queue Length 95th (ft) 81 #641 #431 520 215 #659 #985 290 #704 0 Internal Link Dist (ft) 579 1120 347 728 Turn Bay Length (ft) 95 370 350 400 190 Base Capacity (vph) 166 765 550 1185 859 582 721 880 577 602 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.23 1.05 0.98 0.73 0.38 0.82 1.11 0.51 0.85 0.06 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 154.6 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay (s/veh): 78.1 Intersection LOS: E Intersection Capacity Utilization 95.5% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Rainier Ave S & Airport Way Renton HS Replacement 2030 With-Proj - Afternoon Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 65 1904 2 68 1377 31 28 12 88 105 10 38 Future Volume (vph) 65 1904 2 68 1377 31 28 12 88 105 10 38 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 11 12 12 11 11 12 12 12 12 12 11 Storage Length (ft) 200 0 160 70 0 0 0 0 Storage Lanes 1 0 0 1 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 0.91 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 0.94 1.00 0.97 Frt 0.850 0.907 0.850 Flt Protected 0.950 0.950 0.989 0.956 Satd. Flow (prot) 1770 4868 0 1770 3421 1531 0 1423 0 0 1781 1531 Flt Permitted 0.135 0.135 0.907 0.659 Satd. Flow (perm) 251 4868 0 251 3421 1440 0 1301 0 0 1228 1481 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 78 78 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1200 866 176 149 Travel Time (s) 27.3 19.7 4.0 3.4 Confl. Peds. (#/hr) 15 3 3 15 13 13 Confl. Bikes (#/hr) 1 3 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 3% 2% 2% 2% 2% 19% 13% 21% 2% 2% 2% Adj. Flow (vph) 69 2026 2 72 1465 33 30 13 94 112 11 40 Shared Lane Traffic (%) Lane Group Flow (vph) 69 2028 0 72 1465 33 0 137 0 0 123 40 Turn Type D.P+P NA Perm NA Perm Perm NA Perm NA Perm Protected Phases 5 2684 Permitted Phases 6 6 6 8 4 4 Detector Phase 52 66688 444 Switch Phase 6 Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 20.0 10.0 10.0 10.0 10.0 10.0 33.0 33.0 33.0 Total Split (s) 30.0 30.0 30.0 30.0 30.0 30.0 30.0 31.0 31.0 31.0 Total Split (%) 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 24.6% 24.6% 24.6% Maximum Green (s) 25.0 25.0 25.0 25.0 25.0 25.0 25.0 26.0 26.0 26.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min Min Min Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 8.0 21.0 21.0 21.0 Pedestrian Calls (#/hr) 2 10 10 10 Act Effct Green (s) 34.9 39.0 29.7 29.7 29.7 12.8 12.8 12.8 Renton HS Replacement 2030 With-Proj - Afternoon Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group Ø9 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 35.0 Total Split (s) 35.0 Total Split (%) 28% Maximum Green (s) 33.0 Yellow Time (s) 2.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Recall Mode None Walk Time (s) 5.0 Flash Don't Walk (s) 28.0 Pedestrian Calls (#/hr) 5 Act Effct Green (s) Renton HS Replacement 2030 With-Proj - Afternoon Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.52 0.58 0.44 0.44 0.44 0.19 0.19 0.19 v/c Ratio 0.25 0.71 0.65 0.96 0.05 0.55 0.52 0.12 Control Delay (s/veh) 14.9 16.4 55.3 39.7 0.1 35.3 34.9 1.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 14.9 16.4 55.3 39.7 0.1 35.3 34.9 1.9 LOS B B E D A D C A Approach Delay (s/veh) 16.4 39.6 35.3 26.8 Approach LOS B D D C Queue Length 50th (ft) 8 132 18 240 0 42 38 0 Queue Length 95th (ft) 66 #743 #164 #1004 0 146 133 6 Internal Link Dist (ft) 1120 786 96 69 Turn Bay Length (ft) 200 160 70 Base Capacity (vph) 763 4270 111 1520 683 554 523 676 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.09 0.47 0.65 0.96 0.05 0.25 0.24 0.06 Intersection Summary Area Type: Other Cycle Length: 126 Actuated Cycle Length: 66.9 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay (s/veh): 26.6 Intersection LOS: C Intersection Capacity Utilization 71.4% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Shattuck Ave S & Airport Way Renton HS Replacement 2030 With-Proj - Afternoon Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 1935 210 84 231 203 1388 Future Volume (vph) 1935 210 84 231 203 1388 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 12 12 11 11 12 Storage Length (ft) 0 0 150 0 Storage Lanes 3 0 1 2 Taper Length (ft) 25 25 Lane Util. Factor 0.94 0.91 1.00 1.00 1.00 0.88 Ped Bike Factor 1.00 1.00 0.99 Frt 0.985 Flt Protected 0.950 Satd. Flow (prot) 4977 0 1752 1818 1766 3215 Flt Permitted 0.950 Satd. Flow (perm) 4977 0 1746 1818 1766 3172 Right Turn on Red Yes Yes Satd. Flow (RTOR) 26 1446 Link Speed (mph) 30 30 30 Link Distance (ft) 866 180 687 Travel Time (s) 19.7 4.1 15.6 Confl. Peds. (#/hr) 5 3 3 Confl. Bikes (#/hr) 3 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 2% 4% 3% 1% 4% 4% Adj. Flow (vph) 2016 219 88 241 211 1446 Shared Lane Traffic (%) Lane Group Flow (vph) 2235 0 88 241 211 1446 Turn Type Prot Prot NA NA Free Protected Phases 3 2 5 1 Permitted Phases Free Detector Phase 3 2 5 1 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 5.0 Minimum Split (s) 28.0 11.0 11.0 11.0 Total Split (s) 56.0 21.0 46.0 21.0 Total Split (%) 54.9% 20.6% 45.1% 20.6% Maximum Green (s) 50.0 15.0 40.0 15.0 Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 4.0 4.5 4.0 Recall Mode Min None None None Walk Time (s) 7.0 Flash Don't Walk (s) 15.0 Pedestrian Calls (#/hr) 4 Act Effct Green (s) 50.5 10.9 28.0 14.3 90.7 Renton HS Replacement 2030 With-Proj - Afternoon Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBR NBL NBT SBT SBR Actuated g/C Ratio 0.56 0.12 0.31 0.16 1.00 v/c Ratio 0.80 0.42 0.43 0.76 0.46 Control Delay (s/veh) 20.4 44.6 26.6 56.7 0.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 20.4 44.6 26.6 56.7 0.5 LOS C D C E A Approach Delay (s/veh) 20.4 31.4 7.6 Approach LOS C C A Queue Length 50th (ft) 374 50 108 122 0 Queue Length 95th (ft) 487 97 172 #241 0 Internal Link Dist (ft) 786 100 607 Turn Bay Length (ft) 150 Base Capacity (vph) 2784 371 810 295 3172 Starvation Cap Reductn 0 0000 Spillback Cap Reductn 0 0000 Storage Cap Reductn 0 0000 Reduced v/c Ratio 0.80 0.24 0.30 0.72 0.46 Intersection Summary Area Type: Other Cycle Length: 102 Actuated Cycle Length: 90.7 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay (s/veh): 16.2 Intersection LOS: B Intersection Capacity Utilization 71.6% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Logan Ave S & Airport Way Renton HS Replacement 2030 With-Proj - Afternoon Peak 5: Rainier Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 81 1586 52 0 1068 Future Vol, veh/h 0 81 1586 52 0 1068 Conflicting Peds, #/hr 100880 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, %223233 Mvmt Flow 0 85 1669 55 0 1124 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2830 870 0 0 1732 0 Stage 1 1705----- Stage 2 1125----- Critical Hdwy 6.63 6.93 - - 4.145 - Critical Hdwy Stg 15.83----- Critical Hdwy Stg 25.43----- Follow-up Hdwy 3.519 3.319 - -2.2285 - Pot Cap-1 Maneuver 16 295 - - 358 - Stage 1 133----- Stage 2 309----- Platoon blocked, % - - - Mov Cap-1 Maneuver 16 292 - - 355 - Mov Cap-2 Maneuver 16 ----- Stage 1 132----- Stage 2 309----- Approach WB NB SB HCM Ctrl Dly, s/v 22.3 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 292 355 - HCM Lane V/C Ratio - - 0.292 - - HCM Ctrl Dly (s/v) - - 22.3 0 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 1.2 0 - Renton HS Replacement 2030 With-Proj - Afternoon Peak 6: Lake Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 11.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 47 42 95 37 7 40 92 43 15 67 24 Future Vol, veh/h 10 47 42 95 37 7 40 92 43 15 67 24 Conflicting Peds, #/hr 3 0 10 10 0 3 501105 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 84 84 84 74 74 74 68 68 68 Heavy Vehicles, %222111000111 Mvmt Flow 12 55 49 113 44 8 54 124 58 22 99 35 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 55 0 0 115 0 0 438 395 91 419 416 56 Stage 1 ------114114-277277- Stage 2 ------325282-142138- Critical Hdwy 4.12 - - 4.11 - - 7.1 6.5 6.2 7.11 6.51 6.21 Critical Hdwy Stg 1 ------6.15.5-6.115.51- Critical Hdwy Stg 2 ------6.15.5-6.115.51- Follow-up Hdwy 2.218 - - 2.209 - - 3.5 4 3.3 3.509 4.009 3.309 Pot Cap-1 Maneuver 1550 - - 1481 - - 532 545 972 546 529 1013 Stage 1 ------896805-731683- Stage 2 ------692682-863784- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1546 - - 1466 - - 374 492 962 357 477 1006 Mov Cap-2 Maneuver ------374492-357477- Stage 1 ------881791-671627- Stage 2 ------516626-678770- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.74 5.24 17.73 15.03 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 516 166 - - 1192 - - 514 HCM Lane V/C Ratio 0.458 0.008 - - 0.077 - - 0.303 HCM Ctrl Dly (s/v) 17.7 7.3 0 - 7.7 0 - 15 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 2.4 0 - - 0.3 - - 1.3 Renton HS Replacement 2030 With-Proj - Afternoon Peak 7: S Tobin St/New RHS Dwy & Shattuck Ave S HCM 7th AWSC Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Intersection Delay, s/veh 9.1 Intersection LOS A Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 102 7 0 22 9 138 Future Vol, veh/h 102 7 0 22 9 138 Peak Hour Factor 0.79 0.79 0.44 0.44 0.89 0.89 Heavy Vehicles, % 4 29 0 46 90 2 Mvmt Flow 129 9 0 50 10 155 Number of Lanes 011010 Approach EB WB SB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left SB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SB EB Conflicting Lanes Right 0 1 1 HCM Control Delay, s/veh 8.7 7.2 10 HCM LOS A A A Lane EBLn1 WBLn1 SBLn1 Vol Left, % 94% 0% 6% Vol Thru, % 6% 0% 0% Vol Right, % 0% 100% 94% Sign Control Stop Stop Stop Traffic Vol by Lane 109 22 147 LT Vol 102 0 9 Through Vol 7 0 0 RT Vol 0 22 138 Lane Flow Rate 138 50 165 Geometry Grp 1 1 1 Degree of Util (X) 0.179 0.055 0.244 Departure Headway (Hd) 4.675 3.928 5.312 Convergence, Y/N Yes Yes Yes Cap 770 914 677 Service Time 2.689 1.945 3.333 HCM Lane V/C Ratio 0.179 0.055 0.244 HCM Control Delay, s/veh 8.7 7.2 10 HCM Lane LOS A A A HCM 95th-tile Q 0.6 0.2 1 Renton HS Replacement 2030 With-Proj - Afternoon Peak 8: Logan Ave S & RHS Dwy/S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 000304703043144960 Future Vol, veh/h 000304703043144960 Conflicting Peds, #/hr 1 0 36 36 0 1 12 0 37 37 0 12 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 80 80 80 98 98 98 78 78 78 82 82 82 Heavy Vehicles, %000222036780 Mvmt Flow 000304803904176050 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1042 1082 653 1104 1080 430 617 0 0 431 0 0 Stage 1 651 651 - 429 429 ------- Stage 2 391 431 - 675 651 ------- Critical Hdwy 7.1 6.5 6.2 7.12 6.52 6.22 4.1 - - 4.17 - - Critical Hdwy Stg 16.15.5-6.125.52------- Critical Hdwy Stg 26.15.5-6.125.52------- Follow-up Hdwy 3.5 4 3.3 3.518 4.018 3.318 2.2 - - 2.263 - - Pot Cap-1 Maneuver 210 219 471 189 218 625 973 - - 1103 - - Stage 1 461 468 - 604 584 ------- Stage 2 638 587 - 444 465 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 186 201 449 169 200 595 961 - - 1051 - - Mov Cap-2 Maneuver 186 201 - 169 200 ------- Stage 1 444 451 - 576 557 ------- Stage 2 586 559 - 418 448 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 0 12.72 0 0.23 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 961---51749-- HCM Lane V/C Ratio ----0.0990.016-- HCM Ctrl Dly (s/v) 0 - - 0 12.7 8.5 0 - HCM Lane LOS A - - A B A A - HCM 95th %tile Q(veh) 0 - - - 0.3 0 - - Renton HS Replacement 2030 With-Proj - Afternoon Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group WBL WBR NBT NBR SBL SBT Ø3 Lane Configurations Traffic Volume (vph) 460 332 1281 0 0 1240 Future Volume (vph) 460 332 1281 0 0 1240 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 11 Lane Util. Factor 0.97 0.88 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 3224 2544 3421 0 0 3388 Flt Permitted 0.950 Satd. Flow (perm) 3224 2544 3421 0 0 3388 Right Turn on Red Yes Yes Satd. Flow (RTOR) 346 Link Speed (mph) 30 30 30 Link Distance (ft) 415 456 920 Travel Time (s) 9.4 10.4 20.9 Confl. Peds. (#/hr) 9 4 4 Confl. Bikes (#/hr) 1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 5% 8% 2% 2% 3% 3% Adj. Flow (vph) 479 346 1334 0 0 1292 Shared Lane Traffic (%) Lane Group Flow (vph) 479 346 1334 0 0 1292 Turn Type Prot Prot NA NA Protected Phases 7 4 2 6 3 Permitted Phases Detector Phase 7 4 2 6 Switch Phase Minimum Initial (s) 7.0 10.0 7.0 7.0 1.0 Minimum Split (s) 13.0 16.0 30.0 13.0 23.0 Total Split (s) 46.0 46.0 56.0 56.0 23.0 Total Split (%) 36.8% 36.8% 44.8% 44.8% 18% Maximum Green (s) 40.0 40.0 50.0 50.0 21.0 Yellow Time (s) 5.0 5.0 5.0 5.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 0.2 Recall Mode None None Min Min None Walk Time (s) 7.0 3.0 Flash Don't Walk (s) 17.0 18.0 Pedestrian Calls (#/hr) 3 7 Act Effct Green (s) 17.8 14.5 37.8 37.8 Actuated g/C Ratio 0.26 0.21 0.56 0.56 v/c Ratio 0.57 0.43 0.70 0.69 Control Delay (s/veh) 25.2 6.1 14.3 14.0 Renton HS Replacement 2030 With-Proj - Afternoon Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group WBL WBR NBT NBR SBL SBT Ø3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 25.2 6.1 14.3 14.0 LOS C A B B Approach Delay (s/veh) 17.2 14.3 14.0 Approach LOS B B B Queue Length 50th (ft) 86 0 173 165 Queue Length 95th (ft) 157 44 396 379 Internal Link Dist (ft) 335 376 840 Turn Bay Length (ft) Base Capacity (vph) 2926 1691 2617 2592 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.16 0.20 0.51 0.50 Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 68.1 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay (s/veh): 14.9 Intersection LOS: B Intersection Capacity Utilization 58.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 9: Rainier Ave S & S 2nd St Renton HS Replacement 2030 With-Proj - Afternoon Peak 10: S 2nd St & Lake Ave S HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 4.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 751 135 0 191 Future Vol, veh/h 0 0 751 135 0 191 Conflicting Peds, #/hr 9009131 Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 25 25 82 82 82 82 Heavy Vehicles, %009700 Mvmt Flow 0 0 916 165 0 233 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 550 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 7.1 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.9 Pot Cap-1 Maneuver - - 0 414 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 409 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 24.79 HCM LOS C Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 409 HCM Lane V/C Ratio - - 0.569 HCM Ctrl Dly (s/v) - - 24.8 HCM Lane LOS - - C HCM 95th %tile Q(veh) - - 3.4 Renton HS Replacement 2030 With-Proj - Afternoon Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 53 544 188 45 120 0 0 307 195 Future Volume (vph) 0 0 0 53 544 188 45 120 0 0 307 195 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 10 12 12 11 12 12 13 11 Storage Length (ft) 0 0 0 0 0 0 0 130 Storage Lanes 0 0 0 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.86 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.97 0.99 0.93 Frt 0.964 0.850 Flt Protected 0.997 0.987 Satd. Flow (prot) 00005451 0 0 1607 0 0 1835 1382 Flt Permitted 0.997 0.845 Satd. Flow (perm) 00005437 0 0 1363 0 0 1835 1290 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 196 154 Link Speed (mph) 30 30 30 30 Link Distance (ft) 170 592 373 642 Travel Time (s) 3.9 13.5 8.5 14.6 Confl. Peds. (#/hr) 68 29 29 68 70 35 35 70 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 0% 0% 0% 5% 5% 4% 15% 12% 13% 7% 7% 13% Adj. Flow (vph) 0 0 0 55 567 196 47 125 0 0 320 203 Shared Lane Traffic (%) Lane Group Flow (vph)00008180017200320203 Turn Type Perm NA Perm NA NA Perm Protected Phases 1 2 2 Permitted Phases 1 2 2 Minimum Split (s) 26.0 26.0 26.0 26.0 26.0 26.0 Total Split (s) 30.0 30.0 23.0 23.0 23.0 23.0 Total Split (%) 56.6% 56.6% 43.4% 43.4% 43.4% 43.4% Maximum Green (s) 25.0 25.0 18.0 18.0 18.0 18.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 13.0 13.0 13.0 13.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 25.0 18.0 18.0 18.0 Actuated g/C Ratio 0.47 0.34 0.34 0.34 v/c Ratio 0.31 0.37 0.51 0.38 Control Delay (s/veh) 6.8 16.2 17.6 6.7 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 6.8 16.2 17.6 6.7 LOS ABBA Renton HS Replacement 2030 With-Proj - Afternoon Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay (s/veh) 6.8 16.2 13.4 Approach LOS A B B Queue Length 50th (ft) 31 40 78 10 Queue Length 95th (ft) 47 83 141 48 Internal Link Dist (ft) 90 512 293 562 Turn Bay Length (ft)130 Base Capacity (vph) 2668 462 623 539 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.31 0.37 0.51 0.38 Intersection Summary Area Type: Other Cycle Length: 53 Actuated Cycle Length: 53 Offset: 0 (0%), Referenced to phase 2:NBSB, Start of Green Natural Cycle: 55 Control Type: Pretimed Maximum v/c Ratio: 0.51 Intersection Signal Delay (s/veh): 10.1 Intersection LOS: B Intersection Capacity Utilization 62.8% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 11: Logan Ave S & S 2nd St Renton HS Replacement 2030 With-Proj - Afternoon Peak 17: S 2nd St & Drop Off Exit HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 3.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 676 0 0 113 Future Vol, veh/h 0 0 676 0 0 113 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 96 96 50 50 Heavy Vehicles, %229700 Mvmt Flow 0 0 704 0 0 226 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 352 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - 0 0 650 Stage 1 - 0 0 - Stage 2 - 0 0 - Platoon blocked, % - Mov Cap-1 Maneuver - - - 650 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 13.46 HCM LOS B Minor Lane/Major Mvmt WBTSBLn1 Capacity (veh/h) - 650 HCM Lane V/C Ratio - 0.348 HCM Ctrl Dly (s/v) - 13.5 HCM Lane LOS - B HCM 95th %tile Q(veh) - 1.6 Renton HS Replacement 2030 With-Proj - Afternoon Peak 18: S 2nd St & SW Lot Dwy HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 5.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 738 51 0 141 Future Vol, veh/h 0 0 738 51 0 141 Conflicting Peds, #/hr 000600 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 96 60 42 42 Heavy Vehicles, %229044 Mvmt Flow 0 0 769 85 0 336 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 433 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.98 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.34 Pot Cap-1 Maneuver - - 0 565 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 562 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 20.43 HCM LOS C Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 562 HCM Lane V/C Ratio - - 0.597 HCM Ctrl Dly (s/v) - - 20.4 HCM Lane LOS - - C HCM 95th %tile Q(veh) - - 3.9 Renton HS Replacement 2030 With-Proj - Afternoon Peak 25: Lake Ave S & SW Lot Dwy HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - Afternoon Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 2.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 15 35 140 0 17 184 Future Vol, veh/h 15 35 140 0 17 184 Conflicting Peds, #/hr 0 0 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 42 42 74 74 82 82 Heavy Vehicles, %222222 Mvmt Flow 36 83 189 0 21 224 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 465 199 0 0 199 0 Stage 1 199----- Stage 2 266----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 556 842 - - 1373 - Stage 1 834----- Stage 2 779----- Platoon blocked, % - - - Mov Cap-1 Maneuver 541 834 - - 1360 - Mov Cap-2 Maneuver 541----- Stage 1 826----- Stage 2 765----- Approach WB NB SB HCM Ctrl Dly, s/v 11.02 0 0.65 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 717 152 - HCM Lane V/C Ratio - - 0.166 0.015 - HCM Ctrl Dly (s/v) - - 11 7.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.6 0 - Renton HS Replacement 2030 With-Proj - PM Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 26 765 68 344 649 336 357 494 483 615 519 22 Future Volume (vph) 26 765 68 344 649 336 357 494 483 615 519 22 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 12 12 11 14 Storage Length (ft) 95 0 370 290 350 0 400 190 Storage Lanes 1 0 1 1 2 1 2 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 0.97 0.95 0.95 0.97 1.00 1.00 0.97 1.00 1.00 Ped Bike Factor 0.99 1.00 1.00 0.98 0.99 0.98 Frt 0.988 0.949 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1728 3405 0 3467 3341 0 3351 1818 1599 3433 1801 1689 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1717 3405 0 3455 3341 0 3328 1818 1599 3433 1801 1654 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 5 53 301 109 Link Speed (mph) 30 30 30 30 Link Distance (ft) 659 1200 427 808 Travel Time (s) 15.0 27.3 9.7 18.4 Confl. Peds. (#/hr) 9 4 4 9 5 5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 2% 2% 2% Adj. Flow (vph) 27 789 70 355 669 346 368 509 498 634 535 23 Shared Lane Traffic (%) Lane Group Flow (vph) 27 859 0 355 1015 0 368 509 498 634 535 23 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 62 Detector Phase 74 38 166522 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 10.0 35.0 10.0 36.0 10.0 31.0 31.0 10.0 34.0 34.0 Total Split (s) 20.0 40.0 30.0 45.0 45.0 55.0 55.0 45.0 55.0 55.0 Total Split (%) 11.8% 23.5% 17.6% 26.5% 26.5% 32.4% 32.4% 26.5% 32.4% 32.4% Maximum Green (s) 15.0 35.0 25.0 40.0 40.0 50.0 50.0 40.0 50.0 50.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None None Min Min None Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 23.0 24.0 19.0 19.0 22.0 22.0 Pedestrian Calls (#/hr) 3 7 0 0 4 4 Act Effct Green (s) 7.1 35.2 20.0 52.7 30.4 48.1 48.1 32.7 50.4 50.4 Actuated g/C Ratio 0.05 0.23 0.13 0.34 0.19 0.31 0.31 0.21 0.32 0.32 Renton HS Replacement 2030 With-Proj - PM Peak 1: Rainier Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.35 1.11 0.80 0.87 0.56 0.91 0.71 0.88 0.92 0.04 Control Delay (s/veh) 87.8 121.6 81.0 56.7 60.1 74.1 25.1 75.1 74.4 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 87.8 121.6 81.0 56.7 60.1 74.1 25.1 75.1 74.4 0.1 LOS FF FE EECEEA Approach Delay (s/veh) 120.5 63.0 52.6 73.4 Approach LOS F E D E Queue Length 50th (ft) 28 ~547 187 526 176 507 187 332 546 0 Queue Length 95th (ft) 65 #754 256 #732 237 #795 359 421 #863 0 Internal Link Dist (ft) 579 1120 347 728 Turn Bay Length (ft) 95 370 350 400 190 Base Capacity (vph) 166 772 558 1162 864 585 719 885 580 607 Starvation Cap Reductn 0 0 0 0 000000 Spillback Cap Reductn 0 0 0 0 000000 Storage Cap Reductn 0 0 0 0 000000 Reduced v/c Ratio 0.16 1.11 0.64 0.87 0.43 0.87 0.69 0.72 0.92 0.04 Intersection Summary Area Type: Other Cycle Length: 170 Actuated Cycle Length: 156.2 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay (s/veh): 73.2 Intersection LOS: E Intersection Capacity Utilization 93.6% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Rainier Ave S & Airport Way Renton HS Replacement 2030 With-Proj - PM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 10 1876 6 20 1265 23 5 3 81 53 2 22 Future Volume (vph) 10 1876 6 20 1265 23 5 3 81 53 2 22 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 11 12 12 11 11 12 12 12 12 12 11 Storage Length (ft) 200 0 160 70 0 0 0 0 Storage Lanes 1 0 0 1 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 0.91 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 1.00 0.96 0.99 0.98 Frt 0.850 0.877 0.850 Flt Protected 0.950 0.950 0.997 0.954 Satd. Flow (prot) 1787 4964 0 1770 3421 1531 0 1641 0 0 1813 1561 Flt Permitted 0.132 0.114 0.981 0.801 Satd. Flow (perm) 248 4964 0 212 3421 1464 0 1615 0 0 1522 1534 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 78 78 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1200 866 176 149 Travel Time (s) 27.3 19.7 4.0 3.4 Confl. Peds. (#/hr) 5 1 1 5 4 4 Confl. Bikes (#/hr) 6 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 1% 1% 1% 2% 2% 2% 0% 0% 0% 0% 0% 0% Adj. Flow (vph) 10 1934 6 21 1304 24 5 3 84 55 2 23 Shared Lane Traffic (%) Lane Group Flow (vph) 10 1940 0 21 1304 24 0 92 0 0 57 23 Turn Type D.P+P NA Perm NA Perm Perm NA Perm NA Perm Protected Phases 5 2684 Permitted Phases 6 6 6 8 4 4 Detector Phase 52 66688 444 Switch Phase 6 Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 20.0 10.0 10.0 10.0 10.0 10.0 33.0 33.0 33.0 Total Split (s) 30.0 30.0 30.0 30.0 30.0 30.0 30.0 31.0 31.0 31.0 Total Split (%) 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 24.6% 24.6% 24.6% Maximum Green (s) 25.0 25.0 25.0 25.0 25.0 25.0 25.0 26.0 26.0 26.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min Min Min Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 8.0 21.0 21.0 21.0 Pedestrian Calls (#/hr) 1 3 3 3 Act Effct Green (s) 35.7 37.5 36.3 36.3 36.3 9.7 9.6 9.6 Renton HS Replacement 2030 With-Proj - PM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group Ø9 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 9 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 1.0 Minimum Split (s) 35.0 Total Split (s) 35.0 Total Split (%) 28% Maximum Green (s) 33.0 Yellow Time (s) 2.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Recall Mode None Walk Time (s) 5.0 Flash Don't Walk (s) 28.0 Pedestrian Calls (#/hr) 5 Act Effct Green (s) Renton HS Replacement 2030 With-Proj - PM Peak 2: Shattuck Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.61 0.64 0.62 0.62 0.62 0.17 0.16 0.16 v/c Ratio 0.03 0.61 0.16 0.61 0.03 0.34 0.23 0.07 Control Delay (s/veh) 14.2 14.3 25.0 17.1 0.0 26.4 24.7 0.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 14.2 14.3 25.0 17.1 0.0 26.4 24.7 0.5 LOS B B C B A C C A Approach Delay (s/veh) 14.3 16.9 26.4 17.7 Approach LOS B B C B Queue Length 50th (ft) 1 87 2 83 0 21 13 0 Queue Length 95th (ft) 17 #695 #49 #833 0 95 65 0 Internal Link Dist (ft) 1120 786 96 69 Turn Bay Length (ft) 200 160 70 Base Capacity (vph) 902 4473 132 2132 942 823 775 820 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.01 0.43 0.16 0.61 0.03 0.11 0.07 0.03 Intersection Summary Area Type: Other Cycle Length: 126 Actuated Cycle Length: 58.3 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.61 Intersection Signal Delay (s/veh): 15.7 Intersection LOS: B Intersection Capacity Utilization 59.5% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Shattuck Ave S & Airport Way Renton HS Replacement 2030 With-Proj - PM Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 1807 219 82 170 155 1225 Future Volume (vph) 1807 219 82 170 155 1225 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 12 12 11 11 12 Storage Length (ft) 0 0 150 0 Storage Lanes 3 0 1 2 Taper Length (ft) 25 25 Lane Util. Factor 0.94 0.91 1.00 1.00 1.00 0.88 Ped Bike Factor 1.00 Frt 0.984 Flt Protected 0.950 Satd. Flow (prot) 5034 0 1719 1749 1801 3278 Flt Permitted 0.950 Satd. Flow (perm) 5034 0 1719 1749 1801 3278 Right Turn on Red Yes Yes Satd. Flow (RTOR) 30 1263 Link Speed (mph) 30 30 30 Link Distance (ft) 866 180 687 Travel Time (s) 19.7 4.1 15.6 Confl. Peds. (#/hr) 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 1% 1% 5% 5% 2% 2% Adj. Flow (vph) 1863 226 85 175 160 1263 Shared Lane Traffic (%) Lane Group Flow (vph) 2089 0 85 175 160 1263 Turn Type Prot Prot NA NA Free Protected Phases 3 2 5 1 Permitted Phases Free Detector Phase 3 2 5 1 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 5.0 Minimum Split (s) 28.0 11.0 11.0 11.0 Total Split (s) 56.0 21.0 46.0 21.0 Total Split (%) 54.9% 20.6% 45.1% 20.6% Maximum Green (s) 50.0 15.0 40.0 15.0 Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 4.0 4.5 4.0 Recall Mode Min None None None Walk Time (s) 7.0 Flash Don't Walk (s) 15.0 Pedestrian Calls (#/hr) 1 Act Effct Green (s) 50.9 10.8 26.9 13.2 89.9 Actuated g/C Ratio 0.57 0.12 0.30 0.15 1.00 Renton HS Replacement 2030 With-Proj - PM Peak 3: Logan Ave S & Airport Way Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBR NBL NBT SBT SBR v/c Ratio 0.73 0.41 0.34 0.61 0.39 Control Delay (s/veh) 17.8 44.3 25.2 47.7 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 17.8 44.3 25.2 47.7 0.3 LOS B D C D A Approach Delay (s/veh) 17.8 31.4 5.7 Approach LOS B C A Queue Length 50th (ft) 322 47 76 89 0 Queue Length 95th (ft) 427 94 128 160 0 Internal Link Dist (ft) 786 100 607 Turn Bay Length (ft) 150 Base Capacity (vph) 2863 367 785 303 3278 Starvation Cap Reductn 0 0000 Spillback Cap Reductn 0 0000 Storage Cap Reductn 0 0000 Reduced v/c Ratio 0.73 0.23 0.22 0.53 0.39 Intersection Summary Area Type: Other Cycle Length: 102 Actuated Cycle Length: 89.9 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay (s/veh): 14.2 Intersection LOS: B Intersection Capacity Utilization 66.7% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: Logan Ave S & Airport Way Renton HS Replacement 2030 With-Proj - PM Peak 5: Rainier Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 40 1330 52 0 899 Future Vol, veh/h 0 40 1330 52 0 899 Conflicting Peds, #/hr 000330 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 88 88 94 94 88 88 Heavy Vehicles, %001122 Mvmt Flow 0 45 1415 55 0 1022 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2467 738 0 0 1473 0 Stage 1 1446----- Stage 2 1022----- Critical Hdwy 6.6 6.9 - - 4.13 - Critical Hdwy Stg 15.8----- Critical Hdwy Stg 25.4----- Follow-up Hdwy 3.5 3.3 - - 2.219 - Pot Cap-1 Maneuver 29 365 - - 456 - Stage 1 187----- Stage 2 351----- Platoon blocked, % - - - Mov Cap-1 Maneuver 29 363 - - 454 - Mov Cap-2 Maneuver 29 ----- Stage 1 186----- Stage 2 351----- Approach WB NB SB HCM Ctrl Dly, s/v 16.32 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 363 454 - HCM Lane V/C Ratio - - 0.125 - - HCM Ctrl Dly (s/v) - - 16.3 0 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0.4 0 - Renton HS Replacement 2030 With-Proj - PM Peak 6: Lake Ave S & S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 48 32 14 14 0 39 58 22 3 20 12 Future Vol, veh/h 6 48 32 14 14 0 39 58 22 3 20 12 Conflicting Peds, #/hr 301103500005 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 82 82 82 70 70 70 76 76 76 54 54 54 Heavy Vehicles, %444000333000 Mvmt Flow 7 59 39 20 20 0 51 76 29 6 37 22 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 23 0 0 99 0 0 177 157 79 174 176 28 Stage 1 ------9494-6363- Stage 2 ------8463-111113- Critical Hdwy 4.14 - - 4.1 - - 7.13 6.53 6.23 7.1 6.5 6.2 Critical Hdwy Stg 1 ------6.135.53-6.15.5- Critical Hdwy Stg 2 ------6.135.53-6.15.5- Follow-up Hdwy 2.236 - - 2.2 - - 3.527 4.027 3.327 3.5 4 3.3 Pot Cap-1 Maneuver 1579 - - 1507 - - 783 733 979 793 721 1053 Stage 1 ------911815-953846- Stage 2 ------922840-899806- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1575 - - 1506 - - 709 718 978 675 705 1045 Mov Cap-2 Maneuver ------709718-675705- Stage 1 ------905811-938833- Stage 2 ------847827-786801- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.51 3.71 11.04 9.96 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 752 116 - - 900 - - 790 HCM Lane V/C Ratio 0.208 0.005 - - 0.013 - - 0.082 HCM Ctrl Dly (s/v) 11 7.3 0 - 7.4 0 - 10 HCM Lane LOS B A A - A A - A HCM 95th %tile Q(veh) 0.8 0 - - 0 - - 0.3 Renton HS Replacement 2030 With-Proj - PM Peak 7: S Tobin St/New RHS Dwy & Shattuck Ave S HCM 7th AWSC Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Intersection Delay, s/veh 7.4 Intersection LOS A Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 71 9 2 10 3 24 Future Vol, veh/h 71 9 2 10 3 24 Peak Hour Factor 0.81 0.81 0.75 0.75 0.67 0.67 Heavy Vehicles, %335500 Mvmt Flow 88 11 3 13 4 36 Number of Lanes 011010 Approach EB WB SB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left SB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SB EB Conflicting Lanes Right 0 1 1 HCM Control Delay, s/veh 7.8 6.7 6.8 HCM LOS A A A Lane EBLn1 WBLn1 SBLn1 Vol Left, % 89% 0% 11% Vol Thru, % 11% 17% 0% Vol Right, % 0% 83% 89% Sign Control Stop Stop Stop Traffic Vol by Lane 80 12 27 LT Vol 71 0 3 Through Vol 9 2 0 RT Vol 0 10 24 Lane Flow Rate 99 16 40 Geometry Grp 1 1 1 Degree of Util (X) 0.116 0.016 0.04 Departure Headway (Hd) 4.212 3.63 3.586 Convergence, Y/N Yes Yes Yes Cap 854 983 989 Service Time 2.221 1.662 1.644 HCM Lane V/C Ratio 0.116 0.016 0.04 HCM Control Delay, s/veh 7.8 6.7 6.8 HCM Lane LOS A A A HCM 95th-tile Q 0.4 0 0.1 Renton HS Replacement 2030 With-Proj - PM Peak 8: Logan Ave S & RHS Dwy/S Tobin St HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 208202901897233392 Future Vol, veh/h 208202901897233392 Conflicting Peds, #/hr 10330110131301 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 50 50 50 75 75 75 85 85 85 90 90 90 Heavy Vehicles, %111000444666 Mvmt Flow 4 0 16 3 0 39 0 222 8 26 377 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 653 673 382 670 670 240 380 0 0 244 0 0 Stage 1 430 430 - 239 239 ------- Stage 2 223 244 - 431 431 ------- Critical Hdwy 7.11 6.51 6.21 7.1 6.5 6.2 4.14 - - 4.16 - - Critical Hdwy Stg 16.115.51-6.15.5------- Critical Hdwy Stg 26.115.51-6.15.5------- Follow-up Hdwy 3.509 4.009 3.309 3.5 4 3.3 2.236 - - 2.254 - - Pot Cap-1 Maneuver 382 378 668 373 380 803 1168 - - 1300 - - Stage 1 605 585 - 768 711 ------- Stage 2 781 706 - 607 586 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 353 362 665 348 364 789 1166 - - 1278 - - Mov Cap-2 Maneuver 353 362 - 348 364 ------- Stage 1 589 570 - 756 699 ------- Stage 2 742 695 - 575 571 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 11.6 10.23 0 0.5 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1166 - - 565 730 114 - - HCM Lane V/C Ratio - - - 0.035 0.057 0.02 - - HCM Ctrl Dly (s/v) 0 - - 11.6 10.2 7.9 0 - HCM Lane LOS A - - B B A A - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0.1 - - Renton HS Replacement 2030 With-Proj - PM Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group WBL WBR NBT NBR SBL SBT Ø3 Lane Configurations Traffic Volume (vph) 427 308 1098 0 0 1080 Future Volume (vph) 427 308 1098 0 0 1080 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 11 Lane Util. Factor 0.97 0.88 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.850 Flt Protected 0.950 Satd. Flow (prot) 3224 2617 3455 0 0 3421 Flt Permitted 0.950 Satd. Flow (perm) 3224 2617 3455 0 0 3421 Right Turn on Red Yes Yes Satd. Flow (RTOR) 324 Link Speed (mph) 30 30 30 Link Distance (ft) 415 456 920 Travel Time (s) 9.4 10.4 20.9 Confl. Peds. (#/hr) 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 5% 5% 1% 1% 2% 2% Adj. Flow (vph) 449 324 1156 0 0 1137 Shared Lane Traffic (%) Lane Group Flow (vph) 449 324 1156 0 0 1137 Turn Type Prot Prot NA NA Protected Phases 7 4 2 6 3 Permitted Phases Detector Phase 7 4 2 6 Switch Phase Minimum Initial (s) 7.0 10.0 7.0 7.0 1.0 Minimum Split (s) 13.0 16.0 30.0 13.0 23.0 Total Split (s) 46.0 46.0 56.0 56.0 23.0 Total Split (%) 36.8% 36.8% 44.8% 44.8% 18% Maximum Green (s) 40.0 40.0 50.0 50.0 21.0 Yellow Time (s) 5.0 5.0 5.0 5.0 2.0 All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 0.2 Recall Mode None None Min Min None Walk Time (s) 7.0 3.0 Flash Don't Walk (s) 17.0 18.0 Pedestrian Calls (#/hr) 0 4 Act Effct Green (s) 16.5 13.6 26.6 26.6 Actuated g/C Ratio 0.29 0.24 0.47 0.47 v/c Ratio 0.47 0.37 0.70 0.70 Control Delay (s/veh) 18.6 5.4 15.0 14.9 Queue Delay 0.0 0.0 0.0 0.0 Renton HS Replacement 2030 With-Proj - PM Peak 9: Rainier Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group WBL WBR NBT NBR SBL SBT Ø3 Total Delay (s/veh) 18.6 5.4 15.0 14.9 LOS B A B B Approach Delay (s/veh) 13.1 15.0 14.9 Approach LOS B B B Queue Length 50th (ft) 58 0 130 127 Queue Length 95th (ft) 129 41 321 315 Internal Link Dist (ft) 335 376 840 Turn Bay Length (ft) Base Capacity (vph) 3044 2071 3049 3019 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.15 0.16 0.38 0.38 Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 56.1 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay (s/veh): 14.5 Intersection LOS: B Intersection Capacity Utilization 52.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 9: Rainier Ave S & S 2nd St Renton HS Replacement 2030 With-Proj - PM Peak 10: S 2nd St & Lake Ave S HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 695 88 0 55 Future Vol, veh/h 0 0 695 88 0 55 Conflicting Peds, #/hr 0008234 Sign Control Stop Stop Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 97 97 77 77 Heavy Vehicles, %225500 Mvmt Flow 0 0 716 91 0 71 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 416 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 7.1 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.9 Pot Cap-1 Maneuver - - 0 505 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 500 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 13.4 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 500 HCM Lane V/C Ratio - - 0.143 HCM Ctrl Dly (s/v) - - 13.4 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.5 Renton HS Replacement 2030 With-Proj - PM Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 61 581 154 30 83 0 0 220 133 Future Volume (vph) 0 0 0 61 581 154 30 83 0 0 220 133 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 10 12 12 11 12 12 13 11 Storage Length (ft) 0 0 0 0 0 0 0 130 Storage Lanes 0 0 0 0 0 0 0 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.86 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 1.00 0.98 Frt 0.971 0.850 Flt Protected 0.996 0.987 Satd. Flow (prot) 00005627 0 0 1563 0 0 1888 1501 Flt Permitted 0.996 0.881 Satd. Flow (perm) 00005613 0 0 1392 0 0 1888 1467 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 155 148 Link Speed (mph) 30 30 30 30 Link Distance (ft) 170 592 373 642 Travel Time (s) 3.9 13.5 8.5 14.6 Confl. Peds. (#/hr) 17 24 24 17 14 21 21 14 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 2% 2% 2% 4% 4% 4% 16% 16% 16% 4% 4% 4% Adj. Flow (vph) 0 0 0 68 646 171 33 92 0 0 244 148 Shared Lane Traffic (%) Lane Group Flow (vph)00008850012500244148 Turn Type Perm NA Perm NA NA Perm Protected Phases 1 2 2 Permitted Phases 1 2 2 Minimum Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (s) 30.0 30.0 23.0 23.0 23.0 23.0 Total Split (%) 56.6% 56.6% 43.4% 43.4% 43.4% 43.4% Maximum Green (s) 25.0 25.0 18.0 18.0 18.0 18.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 13.0 13.0 13.0 13.0 13.0 13.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 25.0 18.0 18.0 18.0 Actuated g/C Ratio 0.47 0.34 0.34 0.34 v/c Ratio 0.32 0.26 0.38 0.25 Control Delay (s/veh) 7.5 14.6 15.5 4.1 Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 7.5 14.6 15.5 4.1 LOS ABBA Renton HS Replacement 2030 With-Proj - PM Peak 11: Logan Ave S & S 2nd St Lanes, Volumes, Timings Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay (s/veh) 7.5 14.6 11.2 Approach LOS A B B Queue Length 50th (ft) 37 28 56 0 Queue Length 95th (ft) 54 61 106 30 Internal Link Dist (ft) 90 512 293 562 Turn Bay Length (ft)130 Base Capacity (vph) 2729 472 641 595 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.32 0.26 0.38 0.25 Intersection Summary Area Type: Other Cycle Length: 53 Actuated Cycle Length: 53 Offset: 23 (43%), Referenced to phase 1:WBTL, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.38 Intersection Signal Delay (s/veh): 9.1 Intersection LOS: A Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 11: Logan Ave S & S 2nd St Renton HS Replacement 2030 With-Proj - PM Peak 17: S 2nd St & Drop Off Exit HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 709 0 0 27 Future Vol, veh/h 0 0 709 0 0 27 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 90 90 92 50 Heavy Vehicles, %224420 Mvmt Flow 0 0 788 0 0 54 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 394 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - 0 0 611 Stage 1 - 0 0 - Stage 2 - 0 0 - Platoon blocked, % - Mov Cap-1 Maneuver - - - 611 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 11.46 HCM LOS B Minor Lane/Major Mvmt WBTSBLn1 Capacity (veh/h) - 611 HCM Lane V/C Ratio - 0.088 HCM Ctrl Dly (s/v) - 11.5 HCM Lane LOS - B HCM 95th %tile Q(veh) - 0.3 Renton HS Replacement 2030 With-Proj - PM Peak 18: S 2nd St & West Lot Dwy HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 682 54 0 44 Future Vol, veh/h 0 0 682 54 0 44 Conflicting Peds, #/hr 000000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 90 60 56 56 Heavy Vehicles, %224000 Mvmt Flow 0 0 758 90 0 79 Major/Minor Major2 Minor2 Conflicting Flow All - 0 - 424 Stage 1 ---- Stage 2 ---- Critical Hdwy - - - 6.9 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver - - 0 584 Stage 1 - - 0 - Stage 2 - - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - 584 Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB SB HCM Ctrl Dly, s/v 0 12.12 HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1 Capacity (veh/h) - - 584 HCM Lane V/C Ratio - - 0.134 HCM Ctrl Dly (s/v) - - 12.1 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.5 Renton HS Replacement 2030 With-Proj - PM Peak 25: Lake Ave S & SW Lot Dwy HCM 7th TWSC Renton HS Replacement: 2030 With-Proj - PM Peak Synchro 12 Report Heffron Transportation - zdg-tsm Intersection Int Delay, s/veh 1.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 20 99 0 5 61 Future Vol, veh/h 5 20 99 0 5 61 Conflicting Peds, #/hr 0 0 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 56 56 76 76 77 77 Heavy Vehicles, %222222 Mvmt Flow 9 36 130 0 6 79 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 232 140 0 0 140 0 Stage 1 140----- Stage 2 92 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 756 908 - - 1443 - Stage 1 887----- Stage 2 931----- Platoon blocked, % - - - Mov Cap-1 Maneuver 745 899 - - 1429 - Mov Cap-2 Maneuver 745----- Stage 1 878----- Stage 2 927----- Approach WB NB SB HCM Ctrl Dly, s/v 9.4 0 0.57 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 863 136 - HCM Lane V/C Ratio - - 0.052 0.005 - HCM Ctrl Dly (s/v) - - 9.4 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - Renton High School Replacement Project Transportation Technical Report September 16, 2025 Appendix E Trip Rates and Equations Applied for Displaced Uses Appendix E ‐ Trip Rates and Equations Applied for Displaced Uses Trip Generation Estimates – Displaced Uses Number Daily In Out Total In Out Total In Out Total Single Family Residences 9.09 27% 73%Ln(T) = 0.67(X) + 5.59 63% 37%Ln(T) = 0.92 Ln(X) + 0.33 ITE LU Code 210 270 71926 201232 Duplexes 6.57 25% 75% 0.47 57% 43% 0.51 ITE LU Code 215 50 1 3 4 2 2 4 Restaurant 225.89 64% 36% 1.58 53% 47% 14.35 ITE LU Code 930 170 1 0 1 6 5 11 Espresso Stand 179.00 50% 50% 39.81 50% 50% 15.08 ITE LU Code 938 180 20 20 40 8 7 15 Strip Retail 54.45 55% 45% 3.93 50% 50% 6.29 ITE LU Code 822 120 4 4 8 7 6 13 Garage/Service (Art Wholesale) 17.60 67% 33% 0.55 53% 47% 1.76 ITE LU Code 860 120 3 1 4 6 6 12 Garage/Service (Auto Repair) 16.60 72% 28% 1.91 39% 61% 2.06 ITE LU Code 943 110 9 4 13 5 9 14 Total 1020 45 51 96 44 43 87 54 47 101 Source: ITE, Trip Generation Manual, 12th Edition, August 2025. 1. Trip estimates for the afternoon peak hour derived using published Hourly Distribution of Entering and Exiting Vehcile Trips by Land Use, from the ITE Trip Generation Manual. 6,739 6,739 sf sf sf drive-thru lane sf AM Peak (6:45-7:45 am) PM Peak HourAfternoon Peak (1:45-2:45 pm) 1 30 Units 8 Units 754 1 2,139 5 5 10 2 5 9 5 5 7 14 1 5 9 5 12 24 3 10 18 10 10 Renton High School Replacement Project Transportation Technical Report September 16, 2025 Appendix F Morning Arrival Queue Model Results M/M/s Queueing Model for Renton School District's Renton High School Load/Unload Zone Morning Peak Hour (Arrival) Data Results l =400 (average arrival rate)L =3.66801792 m =109.1 (average service rate)Lq =0.00281792 s =10 (# servers)Minutes W =0.009 0.6 W q =0.000 0.0 r =0.36652 0 P0 =0.025590755 2.6%0 1 P1 =0.093795235 11.9%1 2 P2 =0.171889148 29.1%2 3 P3 =0.210002702 50.1%3 4 P4 =0.192425476 69.4%4 5 P5 =0.141055571 83.5%5 6 P6 =0.086166146 92.1%6 7 P7 =0.045116594 96.6%7 8 P8 =0.020670168 98.7%8 9 P9 =0.008417811 99.5%9 10 P10 =0.003085296 99.8%10 11 P11 =0.001130823 99.9%11 12 P12 =0.000414469 100.0%12 13 P13 =0.000151911 100.0%13 where: P14 =5.56785E-05 100.0%14 L = average number of vehicles queued at the load/unload zone at any one time P15 =2.04073E-05 100.0%15 Lq=average number of vehicles in queue P16 =7.47968E-06 100.0%16 W = average wait time at the load/unload zone (hours)P17 =2.74145E-06 100.0%17 Wq = ave. wait time in queue (hours)P18 =1.0048E-06 100.0%18 r = Load/Unload Zone utilization P19 =3.68278E-07 100.0%19 P0 = probability of 0 vehicles at the Load/Unload Zone P20 =1.34981E-07 100.0%20 P1 = probability of 1 vehicle at the Load/Unload Zone, etc.P21 =4.94733E-08 100.0%21 P22 =1.8133E-08 100.0%22 4 =Average number of vehicles at the load/unload zone at any one time P23 =6.6461E-09 100.0%23 7 =Peak (95th-percentile) number of vehicles in load/unload zone at any one time P24 =2.43593E-09 100.0%24 P25 =8.92816E-10 100.0%25 96.6%<= Closest probability to 95%P25 =3.27235E-10 100.0%26 P26 =1.19938E-10 100.0%27 P27 =4.39597E-11 100.0%28 P28 =1.61121E-11 100.0%29 P29 =5.90541E-12 100.0%30 P30 =2.16445E-12 100.0%31 P31 =7.93315E-13 100.0%32 P32 =2.90766E-13 100.0%33 P33 =1.06572E-13 100.0%34 P34 =3.90606E-14 100.0%35 P35 =1.43165E-14 100.0%36 P36 =5.24728E-15 100.0%37 P37 =1.92323E-15 100.0%38 P38 =7.04903E-16 100.0%39 P39 =2.58361E-16 100.0%40 P40 =9.46945E-17 100.0%41 Prob < x vehicles 0 0.05 0.1 0.15 0.2 0.25 0 2 4 6 8 10 12 14 16 18 20 22 24 Pr o b a b i l i t y Number of Vehicles Queued for Self-Haul Scale 7/31/2025 Renton High School Replacement Project Transportation Technical Report September 16, 2025 Appendix G Construction Phasing Plans from Skanska