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Ex 18_Transportation Report.pdf
TRANSPORTATION TECHNICAL REPORT for the New Renton Elementary School #16 PREPARED FOR: Renton School District PREPARED BY: 6544 NE 61st Street, Seattle, WA 98115 ph: (206) 523-3939 fx: (206) 523-4949 January 14, 2021 New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | i TABLE OF CONTENTS 1. INTRODUCTION ............................................................................................................................ 1 1.1. Project Identification .................................................................................................................. 1 2. BACKGROUND CONDITIONS .................................................................................................... 5 2.1. Roadway Network ..................................................................................................................... 5 2.2. Traffic Volumes ......................................................................................................................... 6 2.3. Traffic Operations .................................................................................................................... 14 2.4. Traffic Safety ........................................................................................................................... 15 2.5. Transit Facilities and Service ................................................................................................... 16 2.6. Non-Motorized Transportation Facilities ................................................................................. 17 3. PROJECT IMPACTS ..................................................................................................................... 18 3.1. Roadway Network ................................................................................................................... 18 3.2. Traffic Volumes ....................................................................................................................... 18 3.3. Traffic Operations .................................................................................................................... 26 3.4. Traffic Safety ........................................................................................................................... 31 3.5. Parking Analysis ...................................................................................................................... 32 3.6. Transit Facilities and Service ................................................................................................... 33 3.7. Non-Motorized Transportation Facilities ................................................................................. 33 3.8. Short-term Construction Impacts ............................................................................................. 33 4. MITIGATION AND RECOMMENDATIONS ............................................................................. 35 4.1. Transportation Impact Fees ...................................................................................................... 35 4.2. Right-of-Way Dedications ....................................................................................................... 35 4.3. Roadway Network Improvements ........................................................................................... 36 4.4. Operational Measures .............................................................................................................. 36 APPENDIX A – Traffic Count Data Sheets APPENDIX B – Level of Service Definitions APPENDIX C – Level of Service Calculation Sheets APPENDIX D – Signal Warrant Analysis Details APPENDIX E – On-Site Queue Model Calculations New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | ii LIST OF FIGURES Figure 1. Site Location, Vicinity,and Estimated Enrollment Area ......................................................... 3 Figure 2. Proposed Site Plan ................................................................................................................... 4 Figure 3. Hourly Entering Traffic Volumes at NE 10th Street / Duvall Avenue NE – October 2020 ..... 6 Figure 4. Existing Traffic Volumes – Morning Peak Hour .................................................................... 8 Figure 5. Existing Traffic Volumes – Afternoon Peak Hour .................................................................. 9 Figure 6. Existing Traffic Volumes – PM Peak Hour ........................................................................... 10 Figure 7. Forecast 2023-Without-Project Traffic Volumes – Morning Peak Hour .............................. 11 Figure 8. Forecast 2023-Without-Project Traffic Volumes – Afternoon Peak Hour ............................ 12 Figure 9. Forecast 2023-Without-Project Traffic Volumes – PM Peak Hour ...................................... 13 Figure 10. School Traffic Distribution and Assignment – Morning Peak Hour ................................... 20 Figure 11. School Traffic Distribution and Assignment – Afternoon Peak Hour ................................. 21 Figure 12. School Traffic Distribution and Assignment – PM Peak Hour ........................................... 22 Figure 13. Forecast 2023-With-Project Traffic Volumes – Morning Peak Hour ................................. 23 Figure 14. Forecast 2023-With-Project Traffic Volumes – Afternoon Peak Hour ............................... 24 Figure 15. Forecast 2023-With-Project Traffic Volumes – PM Peak Hour .......................................... 25 LIST OF TABLES Table 1. Level of Service – Existing and Forecast 2023-Without-Project Conditions ......................... 15 Table 2. Collision Summary (January 1, 2017 through October 31, 2020) .......................................... 16 Table 3. Proposed New Elementary School #16 – Trip Generation Estimates ..................................... 19 Table 4. Level of Service – 2023 Without and With-Project Conditions ............................................. 26 Table 5. Signal Warrant Analysis Summary – 2023 Conditions With Project .................................... 28 Table 6. Estimated Morning Arrival Vehicle Queues ........................................................................... 31 New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 1 1. INTRODUCTION This report presents the transportation impact analysis for the proposed new Elementary School #16 planned on a site located west of and adjacent to Duvall Avenue NE, and between NE 10th and NE 12th Streets, in Renton. It includes a description of existing and proposed conditions in the site vicinity, projected trip generation and distribution pattern, operational analysis where site-generated traffic would access the street system, and an assessment of the project’s impacts to transit service and non-motorized facilities. The study area for this analysis was defined in coordination with City of Renton (City) transportation review staff.1 All other elements of the analysis presented in this report follow the City’s Traffic Impact Analysis Policy Guidelines for New Development.2 In addition to the analysis required in the policy guidelines, this report evaluates site access operations, queueing, special event conditions, and construction-related transportation impacts. Heffron Transportation, Inc. was retained by Brent Planning Solutions on behalf of the Renton School District 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 registered in the State of Washington. The analysis and report documentation were prepared 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 29 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). At the time of this analysis, Renton Schools were closed with students participating in remote-learning due to the COVID-19 pandemic crisis. Therefore, the traffic analyses and adjustments to reflect normalized conditions were coordinated with City staff. 1.1. Project Identification 1.1.1. Existing Site The existing site is comprised of 11 vacant single-family parcels located west of and adjacent to Duvall Avenue NE, and between NE 10th and NE 12th Streets. The site is bounded by residential properties to the west and south, and a church (Renton Jehovah’s Witnesses) and a townhome development (Bridge Crest Townhomes) to the north. Currently, some site parcels are accessed from the south via Chelan Avenue NE, which extends 300 feet north of NE 10th Street. Most site parcels are accessed from the north via a private easement with a gravel drive that extends south from NE 12th Street and is aligned with segments of unimproved Chelan Avenue NE right-of-way (ROW). 1 Pre-application meeting with M. Sippo - Civil Engineer III, Community & Economic Development Department | Planning Division, City of Renton, October 8, 2020; Transportation analysis scoping meeting with M. Sippo and C. Barnes – Transportation Operations Manager, City of Renton, WA, October 21, 2020. 2 City of Renton, provided as part of Pre-application notes PRE20-000219, City of Renton, October 8, 2020. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 2 1.1.2. Proposed New Elementary #16 The Renton School District (District) proposes to construct a new elementary school with about 77,000 square feet (sf) of building floor area and a planned student capacity of 650 students with up to 60 employees.3 The building is planned on the eastern portion of the site due to wetlands and wetland buffers to the west. Staff and visitor parking (with 79 spaces), and automobile load/unload would be located at the southeastern portion of the site and accessed from a primary right-in/right-out only driveway on Duvall Avenue NE. A secondary exit-only driveway is proposed from Chelan Avenue NE, which connects to NE 10th Street. A separate school-bus load/unload area (with 3 staff parking spaces) is proposed with access from two one-way driveways (entry at the north and exit at the south) on Duvall Avenue NE. The bus driveways are also expected to be restricted to right-turn-in and right-turn-out. The site would have a covered play area, soft play area, and a grass playfield. Pedestrian/bicycle pathways would connect to Duvall Avenue NE to the east, and Chelan Avenue NE to the south. Figure 1 shows the site location for the new school along with the District’s estimated enrollment area for the proposed new school.4 Figure 2 shows the proposed site plan. Construction is planned to begin in spring 2022 with occupancy in fall 2023. 1.1.3. Analysis Study Area and Time Periods Based on scoping guidance provided by the City, the study area for this analysis consists of the following intersections: NE Sunset Blvd (SR 900) / Duvall Ave NE NE 10th Street / Union Avenue NE NE 10th Street / Duvall Avenue NE School Bus Entry Driveway / Duvall Avenue NE NE 12th Street / Duvall Avenue NE School Bus Exit Driveway / Duvall Avenue NE NE 10th Street / Chelan Avenue NE Automobile Driveway / Duvall Avenue NE The start and dismissal times for the new school are not yet known. However, 11 of 15 Renton elementary schools currently have hours of 8:30 A.M. to 3:10 P.M. To account for potential worst-case conditions, the morning peak hour of the school was assumed to overlap the peak hour of the adjacent roadways. It is important to note that if the proposed school were not constructed, the students living in the enrollment area would still need to attend a different school, and therefore, would still generate trips to and from the schools they would otherwise attend. Additionally, morning drop-off trips and afternoon pick-up trips linked to work trips would also still occur. Therefore, while the 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, 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. Since the school is expected to be constructed and occupied by fall 2023, the transportation analysis evaluates year 2023 as the horizon year and assumes it is occupied at its full planned capacity of 650 students. As coordinated with City review staff, analyses were prepared for the peak morning (arrival), afternoon (dismissal), and commuter PM peak hours. The specific times of each analysis area are described later in the report. 3 Email communication, L. Brent, BPS, December 21, 2020. 4 The enrollment service area was approximated by RSD for this analysis and is reasonable for use in the evaluation of potential transportation impacts. It will ultimately be subject to review and final approval by the Renton School Board. NE S u n s e t B o u l e v a r d NE S u n s e t B o u l e v a r d NE 4th StreetNE 4th Street NE 10th Stre e t NE 10th Stre e t NE 7th StreetNE 7th Street NE 12th StreetNE 12th Street NE 9th StreetNE 9th Street NE 8th StreetNE 8th Street NE 6th StreetNE 6th Street NE 11th StreetNE 11th Street NE 2nd StreetNE 2nd Street NE 19th StreetNE 19th Street SE 104th StreetSE 104th Street NE 22nd StreetNE 22nd Street NE 17th StreetNE 17th Street NE 2nd StreetNE 2nd Street NE 3rd StreetNE 3rd Street NE 6th StreetNE 6th Street NE 5th StreetNE 5th Street NE 7th StreetNE 7th Street NE 8th StreetNE 8th Street NE 10th StreetNE 10th Street NE 11th StreetNE 11th Street NE 12th StreetNE 12th Street NE 16th StreetNE 16th Street NE 20th StreetNE 20th Street NE 21st StreetNE 21st Street NE 19th StreetNE 19th Street NE 16th Street NE 16th Street UnionAvenue NEUnionAvenue NEDuvallAve NEDuvallAve NEMonroeAvenue NEMonroeAvenue NEJerichoAvenue NEJerichoAvenue NEBremertonAvenue NEBremertonAvenue NEHoquiamAvenue NEHoquiamAvenue NEQueenAvenue NEQueenAvenue NEJeffersonAvenue NEJeffersonAvenue NEKirklandAvenue NEKirklandAvenue NELynwoodAvenue NELynwoodAvenue NEOlympiaAvenue NEOlympiaAvenue NERedmondAvenue NERedmondAvenue NESheltonAvenue NESheltonAvenue NEProjectSiteProjectSite FieldAvenue NEFieldAvenue NERenton Technical College Renton Technical College Heritage Park Heritage Park Kiwanis Park Kiwanis Park Honey Dew Elementary School Honey Dew Elementary School Hazen High School Hazen High School Honey Dew Creek Honey Dew Creek Estimated EnrollmentArea KEY Figure 1Site Location, Vicinity, and Estimated EnrollmentArea Renton Schools New Elementary #16 N // Figure 2Proposed Site Plan Source: Hutteball+OremusArchitecture, Conditional Use Permit Site Plan, CS.01, January 8, 2021 Annotated by Heffron Transportation, Inc. Source: Hutteball+OremusArchitecture, Conditional Use Permit Site Plan, CS.01, January 8, 2021 Annotated by Heffron Transportation, Inc.DUVALLAVE NEDUVALLAVE NECHELANAVE NECHELANAVE NENE 12TH STNE 12TH ST NE 10TH STNE 10TH ST Renton Schools New Elementary #16 N // New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 5 2. BACKGROUND CONDITIONS The proposed school site is bounded by Duvall Avenue NE on the east with a portion of site frontage along the east side of Chelan Avenue NE. It is otherwise surrounded by private property. This section describes the and planned transportation conditions without the proposed school 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 Network 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.5 The key roadways in the vicinity of the project site are described below. Duvall Avenue NE is a Principal Arterial extending from NE 4th Street to the north City limits. Near the site, the roadway has four travel lanes (two in each direction) with paved shoulders on both sides. There are some intermittent segments with curbs, gutters, and sidewalks. The posted speed limit is 35 miles per hour (mph). Its intersection with NE Sunset Boulevard (State Route [SR] 900) is signalized. The minor side-street intersecting legs of NE 10th and 12th Streets are stop-sign controlled. Due to the proximity of Hazen High School east of Duvall Avenue NE, there are school crossings with pedestrian-actuated High- Intensity Activated Crosswalk beacons (referred to as “HAWK”) at both the NE 10th and NE 12th Street intersections (crossing the north legs). There are also two school-zones with speed limits of 20 mph enforced when beacons are flashing. Radar speed signs inform drivers of their speeds in the vicinity. Union Avenue NE is a Minor Arterial extending from NE 4th Street to the north City limits. Near the site, the roadway has four travel lanes (two in each direction). There are curbs, gutters, and sidewalks on both sides and the posted speed limit is 30 miles per hour (mph). Its intersection with NE Sunset Boulevard is signalized. The minor side-street intersecting legs (including NE 10th Street) are stop-sign controlled. There is a marked and signed school crossing with a crosswalk and an overhead flashing yellow beacon at the NE 10th Street intersection (crossing the north leg). There is also a school-zone with a speed limit of 20 mph enforced when children are present. Chelan Avenue NE is a north-south oriented dead-end local access street that extends about 300 feet north of NE 10th Street. It currently provides access to eight single-family homes and abuts a portion of the proposed project site. The roadway is about 30-feet wide (curb-to-curb) with curbs, gutters, and sidewalks on both sides adjacent to the existing homes. On-street parking is permitted on both sides. Its approach to NE 10th Street is stop-sign controlled. NE 10th Street is a two-lane east-west local access street that connects from just east of Duvall Avenue NE on the east to Union Avenue NE on the west. It has variable pavement widths with intermittent segments of curb and sidewalk as well as gravel shoulders and some segments with no shoulder. The posted speed limit is 25 mph. Its approaches to Duvall Avenue NE and Union Avenue NE are stop-sign controlled. Its intersection with Vashon Avenue NE is all-way-stop controlled. NE 12th Street is a two-lane east-west local access street that connects from just east of Duvall Avenue NE on the east to Anacortes Avenue NE on the west. It has curb and sidewalk on the north side between Duvall and Anacortes Avenues NE; sidewalk exists on the south side west of Chelan Avenue NE. Its approaches to Duvall Avenue NE are stop-sign controlled. 5 City of Renton, Comprehensive Plan – Transportation Element, Adopted June 22, 2015; amended December 10, 2018. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 6 2.1.2. Planned Future Roadway Network The City’s adopted 2021-2026 Six-Year Transportation Improvement Program (TIP)6 was reviewed to determine if any proposed projects would affect study-area roadways. There is one fully funded project that will affect the project study area. Project #20-15 – Duvall Avenue NE Roadway Improvements from NE 7th Street to Sunset Boulevard NE will reconstruct and resurface the roadway, including new pavement, curb, gutter, sidewalk, street lights, storm drainage, channelization, and bike lanes. Adjacent to the site, it will install a raised center median with left-turn pockets at the NE 10th and 12th Street intersections. Project design is complete and was expected to be ready for construction by late 2020. Since this project is anticipated to be complete before the school project is opened in 2023, it was assumed in the analysis of all future conditions. Existing roadway conditions were assumed to remain unchanged at the other off-site study-area intersections. The Renton Trails and Bicycle Master Plan7 includes the bicycle lanes planned as part of the Duvall Avenue NE project described above. The plan also identifies future bicycle lanes along Union Avenue NE, a shared-use path on NE Sunset Boulevard west of Duvall Avenue NE, and a neighborhood greenway8 along NE 10th Street. 2.2. Traffic Volumes 2.2.1. Existing Traffic Volumes New 72-hour machine counts were collected on Duvall Avenue NE and NE 10th Street from Tuesday, October 27 through Thursday, October 29, 2020. The data were compiled by 15-minute period and averaged; the average weekday total entering volumes by hour of the day are shown on Figure 3. Figure 3. Hourly Entering Traffic Volumes at NE 10th Street / Duvall Avenue NE – October 2020 Source: Three-day machine count by Idax Data Solutions on all three approaches of the NE 10th Street / Duvall Avenue NE intersection, Tuesday, October 27 through Thursday, October 29, 2020. The chart reflects the average of three days. 6 City of Renton, Adopted January 28, 2019. 7 City of Renton, Adopted May 11, 2009. 8 Neighborhood greenways are residential streets offering a “lower stress” option with lower vehicle volumes and speeds. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 7 As shown, Duvall Avenue NE traffic follows typical peaking patterns with northbound flows higher in the morning and southbound flows higher in the afternoon. The machine counts indicated that the highest hourly volumes occur from 4:45 to 5:45 P.M. and are about 52% higher than morning peak hour volumes. In addition to the machine counts, new peak period turning movement counts were collected at the five study-area intersections. The counts were performed from 7:00 to 9:00 A.M. and from 2:00 to 6:00 P.M. on Tuesday, October 27, 2020. It is noted that due to the ongoing COVID-19 pandemic, Renton Schools were closed at the time of the counts and the volume data do not reflect normal conditions. Therefore, historical counts performed at the NE Sunset Boulevard / Duvall Avenue NE intersection in February 2018 were examined and compared to the new counts to develop normalization factors. The traffic count data sheets are provided in Appendix A. Based on the comparisons of historical data to new counts and the hourly volume profiles presented previously, the 2020 peak hour volumes were adjusted to reflect normalized (non-pandemic) conditions. For the NE Sunset Boulevard / Duvall Avenue NE intersection, 2018 turning movement counts were increased at a compound annual growth rate of 1% (rate approved by the City) to reflect 2020 normalized existing conditions. For the remaining study intersections, there were no pre-COVID counts available. Therefore, based on the 2018 and 2020 counts at the NE Sunset Boulevard / Duvall Avenue NE intersection, the impacts of COVID on traffic flows in the area were estimated and appeared to vary by the time of day. Morning peak hour volumes in 2020 were about 65% of the 2018 volume; PM peak hour volumes in 2020 were about 83% of the 2018 value. School closures likely contributed to the larger decline in morning hour volume since school trips often overlap the AM peak hour. In contrast, the PM peak hour is largely unaffected by school trips, since most schools dismiss prior to 4:00 P.M. The afternoon peak hour (3:00 to 4:00 P.M.) was estimated to have a COVID-related decline of 74% (the average of the AM and PM peak period declines). Based on these declines, normalization factors were derived for corresponding periods to represent normalized non-COVID existing volumes. The 2020 volumes were factored upward by 1.53 (1/65%) for the hours between 6:00 A.M. and 2:00 P.M.; by 1.35 (1/74%) for the afternoon hours between 2:00 and 4:00 P.M.; and by 1.20 (1/83%) for the hours between 4:00 and 8:00 P.M. Outside of these hours (between 8:00 P.M. and 6:00 A.M.), no COVID-normalization factors were applied. The normalization factors were provided to City staff for review.9 Figure 4, Figure 5, and Figure 6 show the normalized existing peak hour traffic volumes in the project study area for the morning, afternoon, and PM peak hours, respectively. 2.2.2. Forecast 2023 Background Traffic Volumes Traffic forecasts were developed for 2023-without-project conditions; 2023 is the year the project is planned to be completed and occupied. City transportation review staff requested that a 1% compound annual growth rate be applied and noted no major development projects (pipeline development projects) currently planned in the study area that would add traffic at study-area intersections. Therefore, a 1% compound annual growth rate was applied to the normalized 2020 peak hour traffic volumes to forecast 2023 without-project volumes. Figure 7, Figure 8,and Figure 9 show the resulting forecast 2023- without-project volumes during the morning, afternoon, and PM peak hours, respectively. 9 Email communication, M. Sippo and C. Barnes, City of Renton, WA, Nov. 17, 2020. Renton Schools New Elementary #16 N // Figure 4 Existing Traffic Volumes Morning Peak Hour Morning Peak Hour Volumes KEY XX Study Intersection 165 415 47 38 377 438 3872781 108 235208 7 2 4 16 0 5 61 005,28 2 236 6 4 0 4 2 0 31 21 006,16 226410 0 27 0 2 22 0 502 30 4 23 11 10244 5101 NE S u n s e t B o u l e v a r d NE S u n s e t B o u l e v a r d NE 19th StreetNE 19th Street SE 104th StreetSE 104th Street NE 22nd StreetNE 22nd Street NE 17th StreetNE 17th Street NE 1 0 t h S t r e e t NE 1 0 t h S t r e e t NE 16th StreetNE 16th Street NE 20th StreetNE 20th Street NE 21st StreetNE 21st Street NE 19th StreetNE 19th Street Project Site Project Site FieldAvenue NEFieldAvenue NEUnionAvenue NEUnionAvenue NEDuvallAvenue NEDuvallAvenue NENE 12th StreetNE 12th Street NE 12th StreetNE 12th Street HoquiamAvenue NEHoquiamAvenue NEChelanAvenue NEChelanAvenue NE Renton Schools New Elementary #16 N // Figure 5 Existing Traffic Volumes Afternoon Peak Hour Afternoon Peak Hour Volumes KEY XX Study Intersection 66 429 78 142 333 274 5330797 87 577375 4 0 1 20 0 2 14538 97874 8 3 0 16 3 17 544316 774145 1 57 0 2 27 0 200 30 0 20 34 22291 11257 NE S u n s e t B o u l e v a r d NE S u n s e t B o u l e v a r d NE 19th StreetNE 19th Street SE 104th StreetSE 104th Street NE 22nd StreetNE 22nd Street NE 17th StreetNE 17th Street NE 1 0 t h S t r e e t NE 1 0 t h S t r e e t NE 16th StreetNE 16th Street NE 20th StreetNE 20th Street NE 21st StreetNE 21st Street NE 19th StreetNE 19th Street Project Site Project Site FieldAvenue NEFieldAvenue NEUnionAvenue NEUnionAvenue NEDuvallAvenue NEDuvallAvenue NENE 12th StreetNE 12th Street NE 12th StreetNE 12th Street HoquiamAvenue NEHoquiamAvenue NEChelanAvenue NEChelanAvenue NE Renton Schools New Elementary #16 N // Figure 6 Existing Traffic Volumes PM Peak Hour PM Peak Hour Volumes KEY XX Study Intersection 38 447 112 125 386 331 50313132 112 883460 4 0 2 38 1 3 452024 181 059,2 2 3 5 19 1 9 553210 101 025,32 0 49 1 2 34 0 001 00 1 14 24 24329 11374 NE S u n s e t B o u l e v a r d NE S u n s e t B o u l e v a r d NE 19th StreetNE 19th Street SE 104th StreetSE 104th Street NE 22nd StreetNE 22nd Street NE 17th StreetNE 17th Street NE 1 0 t h S t r e e t NE 1 0 t h S t r e e t NE 16th StreetNE 16th Street NE 20th StreetNE 20th Street NE 21st StreetNE 21st Street NE 19th StreetNE 19th Street Project Site Project Site FieldAvenue NEFieldAvenue NEUnionAvenue NEUnionAvenue NEDuvallAvenue NEDuvallAvenue NENE 12th StreetNE 12th Street NE 12th StreetNE 12th Street HoquiamAvenue NEHoquiamAvenue NEChelanAvenue NEChelanAvenue NE Renton Schools New Elementary #16 N // Figure 7 Forecast 2023-Without-Project Volumes Morning Peak Hour Morning Peak Hour Volumes KEY XX Study Intersection 170 428 48 39 388 451 3974983 111 242214 7 2 4 16 0 5 61 035, 29 2243 6 4 0 4 2 0 32 21 036,16 227210 0 28 0 2 23 0 502 30 4 24 11 10251 5104 NE S u n s e t B o u l e v a r d NE S u n s e t B o u l e v a r d NE 19th StreetNE 19th Street SE 104th StreetSE 104th Street NE 22nd StreetNE 22nd Street NE 17th StreetNE 17th Street NE 1 0 t h S t r e e t NE 1 0 t h S t r e e t NE 16th StreetNE 16th Street NE 20th StreetNE 20th Street NE 21st StreetNE 21st Street NE 19th StreetNE 19th Street Project Site Project Site FieldAvenue NEFieldAvenue NEUnionAvenue NEUnionAvenue NEDuvallAvenue NEDuvallAvenue NENE 12th StreetNE 12th Street NE 12th StreetNE 12th Street HoquiamAvenue NEHoquiamAvenue NEChelanAvenue NEChelanAvenue NE Renton Schools New Elementary #16 N // Figure 8 Forecast 2023-Without-Project Volumes Afternoon Peak Hour Afternoon Peak Hour Volumes KEY XX Study Intersection 68 442 80 146 343 282 55316100 90 594386 4 0 1 21 0 2 14678 98114 8 3 0 16 3 18 545616 776346 1 59 0 2 28 0 200 30 0 21 35 23300 11265 NE S u n s e t B o u l e v a r d NE S u n s e t B o u l e v a r d NE 19th StreetNE 19th Street SE 104th StreetSE 104th Street NE 22nd StreetNE 22nd Street NE 17th StreetNE 17th Street NE 1 0 t h S t r e e t NE 1 0 t h S t r e e t NE 16th StreetNE 16th Street NE 20th StreetNE 20th Street NE 21st StreetNE 21st Street NE 19th StreetNE 19th Street Project Site Project Site FieldAvenue NEFieldAvenue NEUnionAvenue NEUnionAvenue NEDuvallAvenue NEDuvallAvenue NENE 12th StreetNE 12th Street NE 12th StreetNE 12th Street HoquiamAvenue NEHoquiamAvenue NEChelanAvenue NEChelanAvenue NE Renton Schools New Elementary #16 N // Figure 9 Forecast 2023-Without-Project Volumes PM Peak Hour PM Peak Hour Volumes KEY XX Study Intersection 39 461 115 129 398 341 52322136 115 910474 4 0 2 39 1 3 453625 191 091, 2 2 3 5 20 1 9 554810 101 056, 33 0 50 1 2 35 0 001 00 1 14 25 25339 11385 NE S u n s e t B o u l e v a r d NE S u n s e t B o u l e v a r d NE 19th StreetNE 19th Street SE 104th StreetSE 104th Street NE 22nd StreetNE 22nd Street NE 17th StreetNE 17th Street NE 1 0 t h S t r e e t NE 1 0 t h S t r e e t NE 16th StreetNE 16th Street NE 20th StreetNE 20th Street NE 21st StreetNE 21st Street NE 19th StreetNE 19th Street Project Site Project Site FieldAvenue NEFieldAvenue NEUnionAvenue NEUnionAvenue NEDuvallAvenue NEDuvallAvenue NENE 12th StreetNE 12th Street NE 12th StreetNE 12th Street HoquiamAvenue NEHoquiamAvenue NEChelanAvenue NEChelanAvenue NE New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 14 2.3. Traffic Operations Traffic operations analyses were performed at the five 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 B. 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), and SR 515) or within Renton Urban Center or Center Village, which have a standard of LOS E Mitigated.10 The LOS E standard applies to the Sunset Boulevard (SR 900) / Duvall Avenue NE intersection; 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, 6th Edition.11 All level-of-service calculations were performed using the Synchro 10.3 traffic operations analysis software and reported using the Synchro module for signalized intersections and the HCM 6 module for unsignalized intersections. Signal timing information was provided by City staff and field verified. The NE 10th and NE 12th Street intersections with Duvall Avenue NE have HAWK beacon signals that stop northbound and southbound traffic on Duvall Avenue NE, but do not control side-street traffic. Therefore, those intersections were each modeled as combinations of signal and stop controlled. The overall levels of service and delays reported reflect pedestrian actuated interruptions of north-south flows on Duvall Avenue NE. Table 1 summarizes levels of service for the existing morning, afternoon, and PM peak hours. As shown, the signalized NE Sunset Boulevard / Duvall Avenue NE intersection currently operates at LOS D or better during all three peak hours; the unsignalized study-area intersections also operate at LOS A overall with all movements at LOS E or better during all three peak hours. The assumed growth in background traffic is forecast add some delay to the study area intersections. The NE Sunset Boulevard / Duvall Avenue NE intersection would remain operating at LOS D during all three analysis hours; the unsignalized intersections would operate at LOS B overall with all movements at LOS E or better during all three peak hours. The level-of-service calculation sheets are provided in Appendix C. 10 City of Renton, Comprehensive Plan – Transportation Element, Adopted June 22, 2015. 11 Transportation Research Board 2016. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 15 Table 1. Level of Service – Existing and Forecast 2023-Without-Project Conditions Morning Peak Hour Afternoon Peak Hour PM Peak Hour Intersection / Control Existing 2023 w/o Project Existing 2023 w/o Project Existing 2020 w/o Project Signalized LOS 1 Delay 2 LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay Sunset Blvd / Duvall Ave D 47.4 D 49.2 C 33.7 C 35.0 D 40.5 D 41.8 Unsignalized 3 LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay NE 12th St / Duvall Ave NE A 9.2 A 9.5 A 8.0 A 8.3 A 8.9 A 9.3 Northbound Left Turns A 8.1 A 8.1 B 10.2 B 10.3 B 11.3 B 11.5 Southbound Left Turns B 11.2 B 11.4 A 8.4 A 8.4 A 8.7 A 8.8 Westbound Movements C 18.5 C 18.7 B 11.4 B 11.5 C 15.1 C 15.3 Eastbound Movements B 14.0 B 14.1 C 15.4 C 15.7 C 20.8 C 21.3 NE 10th St / Duvall Ave NE A 9.9 A 9.6 A 7.7 A 8.0 A 9.1 A 9.6 Northbound Left Turns A 8.1 A 8.2 B 10.1 B 10.2 B 11.5 B 11.7 Southbound Left Turns B 11.2 B 11.4 A 8.4 A 8.5 A 8.7 A 8.7 Westbound Movements C 20.8 C 21.3 B 14.5 B 14.7 D 31.2 D 32.2 Eastbound Movements E 35.6 E 37.1 E 38.9 E 42.5 E 44.1 E 45.9 NE 10th St / Chelan Ave NE A 2.6 A 2.5 A 1.0 A 1.0 A 0.8 A 0.7 Westbound Left Turns A 0.0 A 0.0 A 0.0 A 0.0 A 7.3 A 7.3 Eastbound Left Turns A 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A 0.0 Northbound Movements A 8.8 A 8.8 A 8.5 A 8.5 B 10.3 B 10.3 Southbound Movements A 8.9 A 8.9 A 9.4 A 9.4 A 8.6 A 8.6 NE 10th St / Union Ave NE A 1.1 A 1.1 A 1.4 A 1.4 A 0.9 A 1.0 Southbound Left Turns A 8.0 A 8.0 A 8.1 A 8.1 A 8.2 A 8.2 Westbound Movements B 10.6 B 10.7 B 13.8 B 14.1 C 15.7 C 16.2 Source: Heffron Transportation, Inc., December 2020. 1. Level of service. 2. Average seconds of delay per vehicle. 3. Overall LOS and delay values for NE 10th and NE 12th Street intersections with Duvall Avenue NE account for HAWK beacon delay. 2.4. Traffic Safety Collision data for the study area intersections were obtained from the Washington State Department of Transportation (WSDOT). These data, reflecting the period between January 1, 2017 and October 31, 2020 (3.8 years), were examined to determine if there are any unusual traffic safety conditions that could impact or be impacted by the proposed project. Table 2 below summarizes the collision data. As shown, the highest number of collisions occurred at the signalized NE Sunset Boulevard / Duvall Avenue NE intersection with a total of 14 during the study period. The most frequent collision types at all of the study intersections were right-angle collisions, with increased frequency at NE Sunset Boulevard / Duvall Avenue NE. None of the reported collisions involved bicyclists or pedestrians, and none of the collisions resulted in fatalities. Overall, these data do not indicate any unusual traffic safety conditions. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 16 Table 2. Collision Summary (January 1, 2017 through October 31, 2020) Intersection Control Type Rear- End Side-Swipe Right Turn Left Turn Right Angle Ped / Cycle Other a Total for 3.8 Years Average/ Year Signalized Intersections NE Sunset Blvd (SR 900) / Duvall Ave NE 4 1 0 0 8 0 1 14 3.7 Unsignalized Intersections NE 10th St / Chelan Ave NE 0 0 0 0 0 0 0 0 0.0 NE 10th St / Duvall Ave NE 1 2 0 0 1 0 0 4 1.1 NE 10th St / Union Ave NE 0 0 0 0 3 0 0 3 0.8 NE 12th St / Duvall Ave NE 2 0 0 1 0 0 0 3 0.8 Road Segments NE 10th St, between Chelan Ave NE & Duvall Ave NE 0 0 0 0 0 0 1 1 0.3 Duvall Ave NE, between Ne 12th St & NE 10th St 0 0 0 0 0 0 0 0 0.0 Source: Washington State Department of Transportation, November 2020. a. Other collisions were vehicle struck fixed object off roadway and vehicle struck parked vehicle. 2.5. Transit Facilities and Service King County Metro Transit (Metro) provides bus service in the vicinity of the project site with the closest stops, served by Route 240, located about 0.3-mile north of the site at the NE Sunset Boulevard / Duvall Avenue NE intersection. There are also stops, served by Route 105, located about 0.4-mile to the west of the site at the NE 10th Street / Union Avenue NE intersection. The two are routes are described below. Route 240 provides service seven-days per week between the Renton and Bellevue Transit Centers with stops in the Wilburton, Eastgate, Newcastle, Renton Highlands, and Renton Boeing areas. Weekday service is provided from about 5:00 A.M. to about midnight with 30-minute headways (the time between consecutive buses). Route 105 provides service seven-days per week between the Renton Transit Center and Renton Highlands area with stops along Union Avenue NE. Weekday service is provided from about 4:30 A.M. to about midnight with 30-minute headways. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 17 2.6. Non-Motorized Transportation Facilities As described in the Roadway Network section, Duvall Avenue NE, NE 10th Street, and NE 12th Street currently have intermittent segments with curbs and sidewalks. However, the site frontage on Duvall Avenue NE has no curb or sidewalk (only a paved shoulder). Due to the proximity of Hazen High School to the east, there are marked and signed school crossings on Duvall Avenue NE with pedestrian actuated HAWK beacon signals on the north legs at both NE 10th and NE 12th Streets. Union Avenue NE has curbs and sidewalks on both sides with a marked and signed school crossing (with overhead flashing beacon) at the NE 10th Street intersection (north leg). Chelan Avenue NE, north of NE 10th Street, has curbs and sidewalks on both sides adjacent to the existing homes. The Duvall Avenue NE Roadway Improvements project will construct curbs, sidewalks, and bike lanes on both sides in the site vicinity. With construction planned to begin in late 2020. The Renton Trails and Bicycle Master Plan includes the bicycle lanes planned as part of the Duvall Avenue NE project described above. The plan also identifies planned bicycle lanes along Union Avenue NE, a shared-use path on NE Sunset Boulevard west of Duvall Avenue NE, and a future neighborhood greenway12 along NE 10th Street. 12 Neighborhood greenways are typically residential streets that parallel an arterial route providing a “lower stress” option with low vehicle volumes and speeds through traffic calming treatments. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 18 3. PROJECT IMPACTS This section describes the conditions that would exist with the proposed new Elementary School #16. Vehicle trip estimates were prepared using standard published rates and added to the forecast 2023- without-project traffic volume forecasts. Level of service analyses were performed to determine the proposed project’s impact on traffic operations in the study area. Potential impacts to site access, queuing, transit, safety, non-motorized facilities, and parking were evaluated. In addition, analysis of special event conditions and construction were examined. The following sections describe the methodology used to determine the proposed project’s impacts. 3.1. Roadway Network The City would require frontage improvements and right-of-way dedications along Duvall Avenue NE and Chelan Avenue NE as part of project development. The improvements are listed and described below. Duvall Avenue NE – New curb and gutter, with an 8-foot-wide planter, 8-foot-wide sidewalk, and a 5- foot-wide bicycle lane. A 10- to 11-foot-wide queueing lane (shared with the bicycle lane) would be required between the school-bus exit driveway and the main parking lot access driveway. These improvements are expected to require a right-of-way dedication to the back of the sidewalk. The distance from the existing right-of-way line to the back of new sidewalk along Duvall Avenue NE varies from 7.5-feet to 12-feet, not including the transition back to the existing sidewalk at the south end of the property. The District would coordinate with the City to integrate the dedication areas and frontage improvements with the City’s planned roadway improvement in that segment. Chelan Avenue NE – Half-street improvements to current City standards are required. These are expected to include curb, gutter, and 5-foot-wide sidewalk. These improvements are expected to require a right-of-way dedication of six inches to the back of the sidewalk. No other changes to the roadway network are proposed. 3.2. Traffic Volumes This section presents the forecast 2023-with-project traffic volumes. It describes the methodology used to estimate school traffic generation, distribute and assign school trips to the local roadway network, and derive with-project volume forecasts during the key analysis periods. 3.2.1. Trip Generation Estimates for Proposed Project Trip generation estimates for the new Elementary School #16 were developed using standard rates published for Elementary School (Land Use 520) in the Institute of Transportation Engineers’ [ITE] Trip Generation Manual.13 Rates based on building floor area were applied because they result in higher estimates for the peak morning arrival and afternoon dismissal periods than rates based on the proposed student capacity. Table 3 summarizes the driveway trip generation estimates for the proposed new school assumed to be operating at its proposed enrollment capacity of 650 students. As shown, the school is estimated to generate up to 1,500 trips per day, with 537 in the morning arrival peak hour, 243 in the afternoon dismissal peak hour, and 105 in the PM peak hour of the adjacent roadways. It is noted that these estimates reflect all trips generated by the school including student pick-up/drop-off, school-bus trips, family-vehicle and visitor trips, teacher/staff trips, and typical after-hours use of play fields or other on-site facilities. The District estimates the school would be served by eight full-size school buses. 13 ITE, 10th Edition, September 2017. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 19 Table 3. Proposed New Elementary School #16 – Trip Generation Estimates Vehicle Trip Estimate Time Period Trip Rates (In / Out) a Inbound Outbound Total Daily 19,52 trips / 1,000 sfgfa (50% in, 50% out) 750 750 1,500 Morning Peak Hour b 6.97 trips / 1,000 sfgfa (55% in, 45% out) 295 242 537 Afternoon Peak Hour c 3.16 trips / 1,000 sfgfa (44% in, 56% out) 107 136 243 Commute PM Peak Hour d 1.37 trips / 1,000 sfgfa (45% in, 55% out) 47 58 105 Source: Heffron Transportation, September 2020. sfgfa = square feet gross floor area. a. Institute of Transportation Engineers, 2017. Elementary School (LU 520) rates applied to the proposed school size of 77,000 sfgfa. b. Analysis will assume morning arrival peak hour overlaps AM peak hour of adjacent street. c. Analysis will assume afternoon dismissal peak hour will overlap 3:00 to 4:00 P.M. hour. d. From count at Duvall Ave NE / NE Sunset Blvd from Feb. 2018, PM peak hour of adjacent roadways occurs from 4:00 to 5:00 P.M. 3.2.2. Project Trip Distribution and Assignment Trip distribution patterns of school-generated trips were developed based on a combination of the overall residential density within the estimated enrollment area (shown previously in Figure 1) and anticipated traffic patterns within the vicinity.14 Geographic Information System (GIS) data15 were used to determine the distribution of residences within neighborhoods in the estimated enrollment area; Google Maps predictive travel times16 were utilized to estimate routes to and from the site based on the respective travel times. Separate project trip distribution patterns and assignments were developed for each analysis hour and also account for typical patterns of some family drivers linking school drop-off and pick-up trips with work trips. Trips made to and from outside the enrollment area account for employees, family drivers, or visitors that may make be linked trips before or after accessing the site (such as those destined to or from work or other locations). During the morning arrival and afternoon dismissal peak hours, most trips would consist of family-drivers and school buses taking students to and from school, with some teacher and staff trips as well as school volunteers. Trips at elementary schools during the commuter PM peak hour may consist of teachers or staff leaving for the day, some after-school-activity related trips, and community use of facilities (such as playfields, play areas, and/or gymnasiums and assembly spaces). The estimated peak hour trips were assigned to the roadway network using the estimated distribution patterns described above. Figure 10, Figure 11, and Figure 12 show the trip distribution patterns and trip assignments for the morning arrival, afternoon dismissal, and commuter PM peak hours, respectively. 3.2.3. Forecast With-Project Traffic Volumes The school-generated traffic was added to the 2023-without-project volumes to reflect forecast 2023- with-project traffic volumes. Figure 13, Figure 14, and Figure 15 show the 2023-with-project volumes for the morning, afternoon, and PM peak hours, respectively. 14 Peak hour traffic counts at Duvall Ave NE / NE Sunset Blvd from Feb. 2018 conducted by Idax Data Solutions and historical counts from 2007, 2008, and 2014 provided by City of Renton. 15 King County GIS Open Data, “Addresses in King County / address point,” accessed September 8, 2020. 16 Google Maps, https://www.google.com/maps, Accessed September 2020. Renton Schools New Elementary #16 N //Bus LoopBus LoopParking&Pick-Up/Drop-OffAccess Parking&Pick-Up/Drop-OffAccess Figure 10 School Traffic Distribution and Assignment Morning Peak Hour Project Trips KEY XX Outbound Distribution Percentage (Number of Trips) X%(X) Inbound Distribution Percentage(Number of Trips) X%(X) Study Intersection 00 360 36 104 0116 47 0 4730 0 0 0 104 0 0 0 00 06636 0 0 0 0 0 54 0 099 02410 85 0 0 0 0 126 5 787 0300 94 99 287 8 8 99 8 287 36%(87) 2% (4) 10%(30) 3%(7) 28%(66)19%(47) 2% (5) 20%(59) 39%(116) 4%(10) 10%(25) 26%(78) 1%(3) 295 In 242 Out 295 In 242 Out 0 0 0 0 0 0 NE S u n s e t B o u l e v a r d NE S u n s e t B o u l e v a r d NE 19th StreetNE 19th Street SE 104th StreetSE 104th Street NE 22nd StreetNE 22nd Street NE 17th StreetNE 17th Street NE 10th StreetNE 10th Street NE 16th StreetNE 16th Street NE 20th StreetNE 20th Street NE 21st StreetNE 21st Street NE 19th StreetNE 19th Street Project Site Project Site FieldAvenue NEFieldAvenue NEUnionAvenue NEUnionAvenue NEDuvallAvenue NEDuvallAvenue NENE 12th StreetNE 12th Street NE 12th StreetNE 12th Street HoquiamAvenue NEHoquiamAvenue NEChelanAvenue NEChelanAvenue NE Renton Schools New Elementary #16 N //Bus LoopBus LoopParking&Pick-Up/Drop-OffAccess Parking&Pick-Up/Drop-OffAccess Figure 11 School Traffic Distribution and Assignment Afternoon Peak Hour Project Trips KEY XX Outbound Distribution Percentage (Number of Trips) X%(X) Inbound Distribution Percentage(Number of Trips) X%(X) Study Intersection 4%(5) 1% (1) 13%(14) 3%(3) 35%(48)37%(50) 2% (2) 11%(12) 40%(43) 1%(2) 20%(27) 31%(33) 2%(3) 107 In 136 Out 107 In 136 Out 00 380 39 11 043 50 0 5028 0 0 0 11 0 0 0 00 04838 0 0 0 0 0 17 0 010 0900 36 0 0 0 0 40 1 45 0140 78 10 99 8 8 10 8 99 0 0 0 0 0 0 NE S u n s e t B o u l e v a r d NE S u n s e t B o u l e v a r d NE 19th StreetNE 19th Street SE 104th StreetSE 104th Street NE 22nd StreetNE 22nd Street NE 17th StreetNE 17th Street NE 10th StreetNE 10th Street NE 16th StreetNE 16th Street NE 20th StreetNE 20th Street NE 21st StreetNE 21st Street NE 19th StreetNE 19th Street Project Site Project Site FieldAvenue NEFieldAvenue NEUnionAvenue NEUnionAvenue NEDuvallAvenue NEDuvallAvenue NENE 12th StreetNE 12th Street NE 12th StreetNE 12th Street HoquiamAvenue NEHoquiamAvenue NEChelanAvenue NEChelanAvenue NE Renton Schools New Elementary #16 N //Bus LoopBus LoopParking&Pick-Up/Drop-OffAccess Parking&Pick-Up/Drop-OffAccess Figure 12 School Traffic Distribution and Assignment PM Peak Hour Project Trips KEY XX Outbound Distribution Percentage (Number of Trips) X%(X) Inbound Distribution Percentage(Number of Trips) X%(X) Study Intersection 2%(1) 0% (0) 2%(1) 0%(0) 31%(18)42%(24) 0% (0) 21%(10) 47%(22) 0%(0) 22%(13) 30%(14) 3%(2) 47 In 58 Out 47 In 58 Out 00 180 19 3 022 24 0 2413 0 0 0 3 0 0 0 00 01818 0 0 0 0 0 10 0 03 0370 14 0 0 0 0 22 0 21 010 36 3 47 0 0 3 0 47 0 0 0 0 0 0 NE S u n s e t B o u l e v a r d NE S u n s e t B o u l e v a r d NE 19th StreetNE 19th Street SE 104th StreetSE 104th Street NE 22nd StreetNE 22nd Street NE 17th StreetNE 17th Street NE 10th StreetNE 10th Street NE 16th StreetNE 16th Street NE 20th StreetNE 20th Street NE 21st StreetNE 21st Street NE 19th StreetNE 19th Street Project Site Project Site FieldAvenue NEFieldAvenue NEUnionAvenue NEUnionAvenue NEDuvallAvenue NEDuvallAvenue NENE 12th StreetNE 12th Street NE 12th StreetNE 12th Street HoquiamAvenue NEHoquiamAvenue NEChelanAvenue NEChelanAvenue NE Renton Schools New Elementary #16 N //Bus LoopBus LoopParking&Pick-Up/Drop-OffAccess Parking&Pick-Up/Drop-OffAccess Figure 13 Forecast 2023-With-Project Traffic Volumes Morning Peak Hour Morning Peak Hour Volumes KEY XX Study Intersection 170 428 133 165 388 451 4683688 111272214 7 2 4 70 0 5 61 134,29 24846 4 0 4 2 0 136 21 036,16 233846 0640 2230 502 107040 54 58 10367 5151 94 1 171, 292287 8 571 1 171, 8 NE S u n s e t B o u l e v a r d NE S u n s e t B o u l e v a r d NE 19th StreetNE 19th Street SE 104th StreetSE 104th Street NE 22nd StreetNE 22nd Street NE 17th StreetNE 17th Street NE 10th StreetNE 10th Street NE 16th StreetNE 16th Street NE 20th StreetNE 20th Street NE 21st StreetNE 21st Street NE 19th StreetNE 19th Street Project Site Project Site FieldAvenue NEFieldAvenue NEUnionAvenue NEUnionAvenue NEDuvallAvenue NEDuvallAvenue NENE 12th StreetNE 12th Street NE 12th StreetNE 12th Street HoquiamAvenue NEHoquiamAvenue NEChelanAvenue NEChelanAvenue NE Renton Schools New Elementary #16 N //Bus LoopBus LoopParking&Pick-Up/Drop-OffAccess Parking&Pick-Up/Drop-OffAccess Figure 14 Forecast 2023-With-Project Traffic Volumes Afternoon Peak Hour Afternoon Peak Hour Volumes KEY XX Study Intersection 68 442 116 186 343 282 59321101 90608386 4 0 1 38 0 2 14778 99014 8 3 0 16 3 29 545616 781184 1970 2280 200 14039 49 85 23343 11315 78 492 82499 8 915 492 8 NE S u n s e t B o u l e v a r d NE S u n s e t B o u l e v a r d NE 19th StreetNE 19th Street SE 104th StreetSE 104th Street NE 22nd StreetNE 22nd Street NE 17th StreetNE 17th Street NE 10th StreetNE 10th Street NE 16th StreetNE 16th Street NE 20th StreetNE 20th Street NE 21st StreetNE 21st Street NE 19th StreetNE 19th Street Project Site Project Site FieldAvenue NEFieldAvenue NEUnionAvenue NEUnionAvenue NEDuvallAvenue NEDuvallAvenue NENE 12th StreetNE 12th Street NE 12th StreetNE 12th Street HoquiamAvenue NEHoquiamAvenue NEChelanAvenue NEChelanAvenue NE Renton Schools New Elementary #16 N //Bus LoopBus LoopParking&Pick-Up/Drop-OffAccess Parking&Pick-Up/Drop-OffAccess Figure 15 Forecast 2023-With-Project Traffic Volumes PM Peak Hour PM Peak Hour Volumes KEY XX Study Intersection 39 461 129 151 398 341 54323136 115911474 4 0 2 49 1 3 453925 191 128,2 2 3 5 20 1 12 554810 101 074,51 0681 2350 001 3020 27 49 25361 11409 36 562 1 099,47 0 1 146,562 0 NE S u n s e t B o u l e v a r d NE S u n s e t B o u l e v a r d NE 19th StreetNE 19th Street SE 104th StreetSE 104th Street NE 22nd StreetNE 22nd Street NE 17th StreetNE 17th Street NE 10th StreetNE 10th Street NE 16th StreetNE 16th Street NE 20th StreetNE 20th Street NE 21st StreetNE 21st Street NE 19th StreetNE 19th Street Project Site Project Site FieldAvenue NEFieldAvenue NEUnionAvenue NEUnionAvenue NEDuvallAvenue NEDuvallAvenue NENE 12th StreetNE 12th Street NE 12th StreetNE 12th Street HoquiamAvenue NEHoquiamAvenue NEChelanAvenue NEChelanAvenue NE New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 26 3.3. Traffic Operations 3.3.1. Level of Service Analysis Levels of service for study area intersections were calculated for the 2023-with-project conditions using the same methodology described previously. Table 4 shows the analysis results; results for the 2023- without-project conditions are provided for comparison. Table 4. Level of Service – 2023 Without and With-Project Conditions Morning Peak Hour Afternoon Peak Hour PM Peak Hour Intersection / Control Without Project With Project Without Project With Project Without Project With Project Signalized LOS 1 Delay 2 LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay Sunset Blvd / Duvall Ave D 49.2 D 53.8 C 35.0 D 36.1 D 41.8 D 42.3 Unsignalized 3 LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay NE 12th St / Duvall Ave NE A 9.5 A 9.5 A 8.3 A 8.7 A 9.3 A 9.5 Northbound Left Turns A 8.1 A 9.1 B 10.3 B 10.9 B 11.5 B 11.8 Southbound Left Turns B 11.4 B 12.1 A 8.4 A 8.5 A 8.8 A 8.8 Westbound Movements C 18.7 D 25.3 B 11.5 B 12.1 C 15.3 C 15.8 Eastbound Movements B 14.1 C 15.4 C 15.7 C 16.7 C 21.3 C 21.7 NE 10th St / Duvall Ave NE A 9.6 E 44.1 A 8.0 A 9.0 A 9.6 A 9.7 Northbound Left Turns A 8.2 A 8.6 B 10.2 B 10.7 B 11.7 B 11.9 Southbound Left Turns B 11.4 B 11.4 A 8.5 A 8.5 A 8.7 A 8.7 Westbound Movements C 21.3 C 22.4 B 14.7 C 15.7 D 32.2 D 33.3 Eastbound Movements E 37.1 F 394.6 E 42.5 F 135.5 E 45.9 F 60.7 NE 10th St / Chelan Ave NE A 2.5 A 6.7 A 1.0 A 4.1 A 0.7 A 2.0 Westbound Left Turns A 0.0 A 0.0 A 0.0 A 0.0 A 7.3 A 7.3 Eastbound Left Turns A 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A 0.0 Northbound Movements A 8.8 A 9.1 A 8.5 A 8.5 B 10.3 B 10.7 Southbound Movements A 8.9 B 11.1 A 9.4 A 9.9 A 8.6 A 8.9 NE 10th St / Union Ave NE A 1.1 A 2.9 A 1.4 A 3.5 A 1.0 A 1.9 Southbound Left Turns A 8.0 A 8.4 A 8.1 A 8.3 A 8.2 A 8.3 Westbound Movements B 10.7 B 14.6 B 14.1 C 19.7 C 16.2 C 19.3 Source: Heffron Transportation, Inc., December 2020. 1. Level of service. 2. Average seconds of delay per vehicle. 3. Overall LOS and delay values for NE 10th (without-project) and NE 12th Street intersections with Duvall Avenue NE account for HAWK beacon delay. 4. N/A – Not applicable. Intersection would be signalized with proposed project; not evaluated for without-project conditions. 5. N/A – Not Applicable. Access would not exist without proposed project. As shown, the existing Sunset Boulevard / Duvall Avenue NE intersection is forecast to operate at LOS D during all three peak hours with the project and project-related average-delay increases are forecast at less than five seconds during all three periods. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 27 The school-traffic forecast to be added to the NE 10th Street / Duvall Avenue NE intersection would degrade intersection operations to LOS E overall in the morning peak hour with severe delays and LOS F operations for eastbound movements during all three periods. Due to the project-related degradation and delay increases, signalization was reviewed as a possible mitigation measure; that analysis is described in the following section. The remaining unsignalized study-area intersections are all forecast to operate at LOS A overall with all movements operating at LOS D or better during all three analysis periods. The largest forecast project-related increase in delay for any movement at those unsignalized intersections is less than 7 seconds per vehicle. The level-of-service calculation sheets are provided in Appendix C. 3.3.2. Signal Warrant Review: NE 10th Street / Duvall Avenue NE As noted above, school-generated traffic at the NE 10th Street / Duvall Avenue NE intersection is projected to degrade operations of the eastbound movements to LOS F with severe delays during the morning and afternoon peak hours. Based on this analysis, traffic signal warrants were reviewed according to guidelines published in the Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways.17 Hourly traffic volumes for typical weekdays, which are needed to complete the signal warrant analysis, were estimated as follows. 1. Existing volumes on Duvall Avenue NE were obtained from the 72-hour machine count conducted by Idax Data Solutions from Tuesday, October 27 through 29, 2020. 2. 2023 forecasts for hourly traffic volumes were estimated by applying the normalization factors described previously in Section 2.2.1 and then applying the City-prescribed 1% compound annual growth rate to reflect 2023-without-project traffic volumes. 3. Hourly school trip profiles were derived from a combination of counts conducted at another elementary school in the region,18 percent-of-daily-traffic data for the Elementary School land use category (LU 520) published in the Trip Generation Manual,19 and the peak hour trip generation estimates presented previously in Table 3. The school-generated trips were added to the without- project volumes, to estimate 2023 hourly volumes with the project. The MUTCD states, “A traffic control signal should not be installed unless one or more of the factors de- scribed in this section are met.” The nine warrants for traffic signal installation are listed as follows: Warrant 1 – Eight-Hour Vehicular Volume (minimum volumes over eight hours) Warrant 2 – Four-Hour Vehicular Volume (minimum volumes over four hours) Warrant 3 – Peak Hour (minimum volume over a one-hour period) Warrant 4 – Pedestrian Volume Warrant 5 – School Crossing (adequacy of gaps near school crossing location) Warrant 6 – Coordinated Signal System (platooning for one-way or two-way streets) Warrant 7 – Crash Experience (number and type of accidents) Warrant 8 – Roadway Network (for organized traffic flow networks) Warrant 9 – Intersection Near a Grade Crossing For locations where the speed limit or the 85th-percentile speed on the major street exceeds 40 mph, or if the intersection lies within the built-up area of an isolated community having a population of less than 10,000, the MUTCD allows a “70% factor” to be applied to Warrants 1 and 2, which reduces the warrant thresholds to 70% of the volumes that are otherwise applied to an intersection. Speed data collected in October 2020 as part of the 72-hour machine counts on Duvall Avenue NE north of NE 10th Street, 17 US Department of Transportation, Federal Highway Administration, 2009. 18 Heffron Transportation, Inc. & Idax, 24-hour counts at Sunny Hills Elementary Schools, Oct. 1 to Oct. 3, 2019. 19 ITE, Appendix A – Institutional Land Uses 500-599, pg 322. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 28 indicate the 85th-percentile speeds of over 40 mph in both directions (45.0 mph northbound and 45.3 mph southbound. Therefore, the 70% adjustment factor was applied to the applicable warrants. The volumes used to assess the three warrants for 2023-with-project conditions and the results are summarized in Table 5. Table 5. Signal Warrant Analysis Summary – 2023 Conditions With Project Hour Beginning Major Street Volume (both directions) a Minor Street Volume a Vehicle Volume Warrant Requirements Met? b Duvall Avenue NE NE 10th Street 1A 1B 2 3 12:00 A.M. 61 1 N N N N 1:00 A.M. 38 0 N N N N 2:00 A.M. 33 0 N N N N 3:00 A.M. 32 1 N N N N 4:00 A.M. 77 2 N N N N 5:00 A.M. 219 6 N N N N 6:00 A.M. 754 20 N N N N 7:00 A.M. 1,253 40 N N N N 8:00 A.M. 1,431 144 Y Y Y Y 9:00 A.M. 1,108 70 N Y Y N 10:00 A.M. 1,040 34 N N N N 11:00 A.M. 1,172 47 N N N N 12:00 P.M. 1,279 44 N N N N 1:00 P.M. 1,373 37 N N N N 2:00 P.M. 1,318 36 N Y N N 3:00 P.M. 1,676 55 N N N N 4:00 P.M. 1,648 37 N N N N 5:00 P.M. 1,596 35 N N N N 6:00 P.M. 1,305 24 N N N N 7:00 P.M. 782 15 N N N N 8:00 P.M. 450 10 N N N N 9:00 P.M. 293 8 N N N N 10:00 P.M. 184 4 N N N N 11:00 P.M. 101 5 N N N N Hours Met? 1 3 2 1 Hours Required 8 8 4 1 Warrant Met? No No No Yes Source: Heffron Transportation, Inc., November 2020. a. Volumes are average of three days of counts conducted October 27 through 29, 2020, normalized and grown (1% annually to year 2023), plus estimated trips generated by the school its proposed enrollment capacity. b. Speed study conducted in October 2020 indicates 85th-precentile speeds are at or above 45 mph in both directions; therefore, MUTCD’s 70% factor was applied to warrant requirements. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 29 As shown, the eight-hour and four-hour warrants (1A-1B and 2, respectively) are not expected to be met. The peak hour warrant (3) is expected to be met during the morning peak hour conditions with the project. It should be noted that the MUTCD states for Warrant 3, “This signal warrant shall be applied only in unusual cases. Such cases include but are not limited to, office complexes, manufacturing plants, industrial complexes, or high-occupancy vehicle facilities that attract or discharge large numbers of vehicles over a short time.” Due to the compressed nature of school traffic volume flows that occur during the morning arrival and afternoon dismissal periods, they meet this definition. The MUTCD outlies two categories (A and B) for the Peak Hour warrant. A. If all three of the following conditions exist for the same 1 hour (any four consecutive 15-minute periods) of an average day: 1. The total stopped time delay experienced by the traffic on one minor-street approach (one direction only) controlled by a STOP sign equals or exceeds: 4 vehicle-hours for a one-lane approach or 5 vehicle-hours for a two-lane approach; and 2. The volume on the same minor-street approach (one direction only) equals or exceeds 100 vehicles per hour for one moving lane of traffic or 150 vehicles per hour for two moving lanes; and 3. The total entering volume serviced during the hour equals or exceeds 650 vehicles per hour for intersections with three approaches or 800 vehicles per hour for intersections with four or more approaches. B. The plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding vehicles per hour on the higher-volume minor-street approach (one direction only) for 1 hour (any four consecutive 15-minute periods) of an average day falls above the applicable curve in Figure 4C-3 for the existing combination of approach lanes. Forecast with-project operations for the morning peak hour would meet all three conditions for category A (with stopped time delay of over 15 vehicle hours for the eastbound approach) and the plotted volumes would be above the curve described for category B. The stop-control LOS analyses and annotated Warrant 3 curves are provided in Appendix D. None of the remaining warrants were determined to be applicable to the intersection for the following reasons. Warrant 4 (Pedestrian Volume) is not expected to be met because the intersection is already equipped with a HAWK beacon that stops traffic on Duvall Avenue NE for pedestrian crossings when actuated. Warrant 5 (School Crossing) is not expected to be met because the intersection is already equipped with a HAWK beacon that stops traffic on Duvall Avenue NE creating gaps for pedestrian crossings when actuated. Warrant 6 (Coordinated Signal System) is not applicable in this location, since the signal is not needed to maintain platooning of vehicles from adjacent signals. Warrant 7 (Crash Experience) is not met, based upon historical collision data at the intersection. Historical collision data were obtained from WSDOT. The warrant states that five or more reported collisions must have occurred over a 12-month period. The data indicated were a total of four collisions recorded at the intersection over a 3.8-year period. Therefore, the collision history does not meet the threshold for Warrant 7. Warrant 8 (Roadway Network) is not applicable, since the intersecting roadway does not have the characteristics of a “major route” as defined by the warrant. Warrant 9 (Intersection Near a Grade Crossing) is not applicable. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 30 Based on the results of the signal warrant analysis, it is recommended that existing HAWK pedestrian- only beacon at the NE 10th Street / Duvall Avenue NE intersection be replaced with a full traffic signal with pedestrian-actuated crossing signals and crosswalks on all four legs. With signalization, the intersection is forecast to operate at LOS C or better overall with all movements operating at LOS D or better during all three analysis periods (the variations depend on selected signal operating parameters). 3.3.3. Site Access Operations The project would provide access in two locations. The parking lot (for staff and visitors) and family- vehicle drop-off/pick-up loop would be located at the southeast portion of the site. The main access driveway is proposed on Duvall Avenue NE near the south end of the site and would be restricted to right-in/right-out-only. A secondary exit-only driveway is proposed on Chelan Avenue NE. This access configuration, combined with the counterclockwise circulation pattern proposed, maximizes the amount of desirable on-site queue area for family vehicles. As requested by City review staff, a queuing lane for southbound right-turns entering the main access would be constructed; it could be used as a shared- bicycle lane when not used by school vehicles. The on-site school-bus load/unload area would be accessed from two one-way driveways. Buses would approach from the north on Duvall Avenue NE and turn right into the site at the northernmost driveway; buses would exit the site, turning right onto Duvall Avenue NE from the center driveway. Operations analyses of the proposed access driveways indicate that all movements would operate at LOS C or better during all three peak hours. The level-of-service calculation sheets are provided in Appendix C. 3.3.4. On-Site Operations and Queuing On-site queuing capacity and estimated demand was also evaluated. In the mornings, student drop-off activities at high schools typically 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 spaces 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 spaces that can be used simultaneously). Assumptions documented from service time and queuing data collection at Pacific-Cascade Middle School in Issaquah, WA.20 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). Arriving student trips in the morning are typically somewhat compressed with about 64% of peak hour trips occurring in 30 minutes and about 35% occurring in the peak 15 minutes. The forecast morning peak hour arrival volume at the automobile entry is estimated at 287 vehicles; about 53 of those trips are expected to be staff or volunteers destined to parking spaces in the lot. About 234 are 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 328 vehicles per hour (35% × 234 × 4). Students that are driven to the site by family members are expected to be dropped off within the load/unload loop proposed on the south side of the school building. The proposed load zone is 425-feet long with room for 19 to 20 vehicles to load/unload simultaneously. In addition to the load/unload spaces, the entry drive to the load/unload loop would provide another 420 feet (19 vehicles) of queue space; the proposed right-turn pocket on Duvall Avenue NE would provide another 210 feet (9 to 10 vehicles) of 20 Heffron Transportation, Inc., 3-day video observations at Pacific-Cascade Middle School, Issaquah, WA, June 20129. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 31 queue area for a total of 1,055 feet of queue area. To provide an analysis of potential worst-case conditions, only 10 spaces were evaluated to estimate both the average and 95th-percentile queues for the drop-off area closest to the building. Table 6 presents the estimated queues for the assumed drop-off spaces at the school during the morning arrival with the school at full enrollment up to 650 students. As shown, the estimated morning arrival queues (average of 3 vehicles and 95th-percentile of 6 vehicles) are expected be accommodated without interfering with other on-site access drives. The queue model calculation results are provided in Appendix E. Table 6. Estimated Morning Arrival Vehicle Queues Vehicles Served Simultaneously Average Queue 95th Percentile Queue Exceeds On-Site Vehicle Capacity? 10 vehicles 3 vehicles 6 vehicles No Source: Heffron Transportation, Inc., November 2020, 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. Planning research and guidance for elementary schools from several sources suggest providing on-site queue stacking of between 800 and 1,500 feet (36 to 68 vehicles) for schools with enrollment up to 650 students.21 The proposed vehicle load/unload loop and queuing area would provide a total of 845 linear feet of stacking (about 38 vehicles) before queues could extend to the proposed storage lane on Duvall Avenue NE. If this area were to fill in the afternoon, family drivers could divert to load students from parked vehicles within the lot—22 or more spaces are expected to remain unused prior to the start of afternoon dismissal. The combination of load/unload areas, internal site queue area, unoccupied parking spaces, and queue storage on Duvall Avenue NE would provide space for 70 or more vehicles, which is at the upper end of the recommended range for a school of the size proposed. As a result, queues are not anticipated to exceed the on-street stacking lane. It is acknowledged that some fluctuation in volumes and queuing activities are 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. Traffic Safety The collision data provided for the study area did not indicate any unusual collision patterns that would impact or be impacted by the proposed project. The new school is expected to result in increased traffic and pedestrian traffic activity around the school site. However, several measures are planned and proposed as mitigation to enhance safety around the site including: a new raised center median along Duvall Avenue NE; new sidewalk and bike lane improvements along Duval Avenue NE; a new full signal at the NE 10th Street / Duvall Avenue NE intersection; and crossing guards at key crosswalk locations. The District should also work with the City to modify the existing school speed zones along Duvall Avenue NE past the school site and east along NE 10th and NE 12th Streets. The timing and signage may 21 Keith B. Higgins, PE, TE – Hatch Mott MacDonald, Retooling School Drop-off/Pick-up Zones to Meet Demand, WesternITE Meeting Paper 9C, 2010. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 32 require updates to ensure enforcement during elementary school arrival and dismissal hours. With these measures, the project is not expected to result in significant adverse safety impacts. 3.5. Parking Analysis 3.5.1. Proposed Supply and Code Requirements The proposal includes on-site parking for a total of 82 automobiles (79 in the main staff/visitor lot and 3 in the bus load/unload area). The school-bus load/unload area has room for 8 full-size (typically 40 feet long) school buses and two special education (SPED) buses (typically 25 feet long); although current planning indicates the school would be served by eight or fewer buses. During evening and/or weekend events, the school-bus load area could be used for automobile parking, which is estimated to accommodate about 20 vehicles. City of Renton Municipal Code section 4-4-080.F.10.d outlines the parking requirements for a variety of land uses. For elementary schools, the City requires a minimum of 1 parking space per employee. The proposed school is expected to have 60 employees when enrolled at its planned capacity of 650 students. Based on these values, the City would require a minimum of 60 parking spaces. The proposed parking supply would meet City code requirements. 3.5.2. Typical School-Day Demand School-day parking at elementary schools is primarily driven by staffing levels and family-volunteer activity. Parking demand rates for elementary schools based on staffing levels have been developed using counts conducted at several elementary throughout the Puget Sound Region for school modernization, replacement, and new school projects; these data reflect peak school-day parking demand rates that range from 1.06 to 1.23 vehicles per employee. ITE’s Parking Generation22 includes an average rate of 0.95- vehicles-per-employee, which is at the lower end of observations by Heffron Transportation. To reflect worst-case conditions, the highest observed midday parking demand rate of 1.23 vehicles per employee was applied. This rate accounts for employees and family volunteers or other visitors who may be on-site midday. The District estimates that the new Elementary #16 could have up to 60 employees with the school at full capacity. Using the parking rate described above, the new school is projected to have a midday peak parking demand of about 74 vehicles, which is likely to occur during late morning when all teachers, administrative staff, kitchen staff, and volunteers are typically on site. Afternoon demand is often somewhat lower, as part-time and food-service staff often leave after lunch. The proposed on-site parking supply of 82 spaces is expected to accommodate typical midday peak parking demand. For comparison, demand count performed using an aerial image of Sartori Elementary School from May 9, 201923 (with enrollment of 532 students and 65 employees at the time) found a total of 71 vehicles parked on site and on-street adjacent to the school. 3.5.3. School-Event Parking Elementary School #16 would have common spaces and a gymnasium that could be used for events at the school. The school is expected to host evening events periodically throughout the school year that could use these spaces. The types of events typically held at schools include the following. Large School Events – Typically occur about once per month or once every other month during the school year (4 to 8 per year). The largest events occur two or three times per year and usually include: Back to School Night; Curriculum Night/Open House, and a concert or talent show. 22 ITE, 5th Edition, 2010. 23 Google Earth, Aerial image from May 9, 2019, accessed December 2020. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 33 Some of the larger events have staggered arrivals and not all attendees are on site at once, while others have fixed start and end times and all attendees are on site simultaneously. PTA (or other) Meetings – There are commonly five or six smaller PTA events that occur each year. Typically, attendance ranges from about 30 to 100 people. Community Use – The site may be scheduled for use by community groups (e.g. Cub Scouts, Boy Scouts, Brownies, etc.) or recreational sports on the playfield. Community-use events usually have smaller attendance levels of 10 to 50 people, but may occur more frequently. For evening events, the on-site parking supply of 82 spaces would be available. Room for another 12 parked vehicles would exist in the family-vehicle load/unload zone and 20 vehicles in the school-bus load/unload area, bringing the on-site total to 114 spaces for evening or weekend events. For larger evening events, there are typically between 3.0 and 3.5 persons attending for each parked vehicle. This rate accounts for higher levels of carpooling (families and students in a single vehicle) as well as drop-off activity that does not generate parked vehicles. At these rates, the on-site parking supply could accommodate events with attendance of between 340 and 400 persons without requiring use of nearby on-street parking. It is noted however that some event attendees may choose to park on-street nearby for convenience. If event parking demand exceeds these levels or if larger attendance levels are expected, it may be necessary to modify the event to reduce total peak demand. For example, curriculum night could be separated into two nights based on grade levels. 3.6. Transit Facilities and Service As described previously, there are Metro Transit bus stops located within 0.4-mile of the site served by two Metro routes with connections to transit centers. As a result, it is possible that some school employees or visitors could use transit to access the site. However, the number of public transit trips is likely to be relatively small. School bus transportation would be provided to students who qualify. The project is not expected to result in adverse impacts to transit. 3.7. Non-Motorized Transportation Facilities The project would construct frontage improvements along Duvall Avenue NE and Chelan Avenue NE with curbs and sidewalks. The improvements on Duvall Avenue NE (either constructed by the City as part of its project or by the District as frontage improvements) would include a bicycle lane. The District would coordinate with the City to integrate the frontage improvements along Duvall Avenue NE with the City’s planned roadway improvement in that segment. Pedestrian walkways would be provided throughout site connecting buildings to parking lots, vehicular load/unload zones, and play areas. Signalization of the NE 10th Street / Duvall Avenue NE, would include pedestrian-actuated signals and crosswalks on all four legs. These improvements are expected to improve pedestrian access for the project site as well as for the nearby Hazen High School. The project is not expected to result in adverse impacts to non-motorized facilities. 3.8. Short-term Construction Impacts Construction at the site is planned to start in spring 2022; the school is planned to be ready for occupancy by fall of 2023. The construction effort would include limited demolition (sidewalks, parking, miscellaneous pavement, and utility pipe), site preparation, and earthwork. The demolition and earthwork effort is expected to result in a net export of material totaling about 2,100 cubic yards (cy) including about New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 34 700 cy of demolition material and 1,400 cy of earth.24 The demolition and earthwork activity is anticipated to occur over two or three weeks in spring or early summer 2022 at the beginning of the project. Assuming an average of 20-cubic yards per truck (truck/trailer combination), the demolition and earthwork would generate about 105 truckloads (105 trucks in and 105 trucks out). Assuming the demolition, grading, and export effort is condensed to about two weeks, this would correspond to an average of 11 truck trips per day (11 in, 11 out) and two or three truck trips per hour on a typical eight- hour work day. This volume of truck traffic may be noticeable to residents living near the truck access point, but is not expected to result in significant impacts to traffic operations in the site vicinity. The construction of the project would also generate employee and equipment trips to and from the site. 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. and leaving between 3:30 and 4:00 P.M. The number of workers at the project site at any one time would vary depending upon the construction element being implemented. Parking for construction personnel is planned to be provided within the site. 24 LPD Engineering, Earthwork quantities estimates from civil Schematic Design estimate, November 2020. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 35 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. The City’s 2019-2020 Development Fees schedule does not include a specific rate for elementary schools. For uses not listed, Renton Municipal Code (RMC) allows for an independent transportation mitigation fee calculation as stated in RMC 4-1-190.H.1: If, in the judgment of the Administrator, none of the fee categories or fee amounts set forth in the City’s Fee Schedule published and on file with the City Clerk accurately describes or captures 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. Based on data presented in Table 8 of the City’s Rate Study for Impact Fees,25 the transportation impact fee rate for the High School land use category applies a new-trip adjustment factor of 80% and a trip length factor of 1.0. In the pre-application packet provided by the City, planning staff noted that potential reasonable adjustment factors for the elementary school fee would be 80% new trips with a trip-length factor of 0.54 (based on a similar approach taken by the City of Bothell).26 As presented in Table 3, the proposed elementary school is forecast to generate 105 PM peak hour trips. The fee calculation would then be as follows: Elementary School PM Peak Hour Trip Rate × Proposed School = Total PM Trips × % New Trips × Trip Length Factor = Net Trips × Fee at rate of $7,820.42 / trip 1.37 trips / 1,000 sf 77,000 sf 105 trips 80% 0.54 45.57 $356,376.54 The transportation impact fee for the elementary school project is calculated to be $356,377. This relates to a fee rate of about $4.63 per square foot based on the proposed school size of 77,000 square feet. For comparison and based on the planned capacity of 650 students, this would equate to a fee of about $548 per student. 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 Duvall Avenue NE and Chelan Avenue NE. The dedication along Duvall Avenue NE would be about 887 linear feet along the length of the property line and could vary between 7.5 and 12 feet in width. The total area of the dedication could range from about 8,220 sf (if the dedication varies between 7.5 and 12 feet) and about 10,646 sf (if a straight-line dedication is required). The six-inch dedication along Chelan Avenue NE would be about 272 linear feet long with a total area of about 136 sf. 25 Henderson Young & Company, August 26, 2011. 26 City of Renton, Memorandum from Matt Herrera, Planning, Utilities & Transportation Comments for Renton School District Elementary School #16, 1103 Chelan Ave NE PRE20-000219, October 8, 2020, pg 14. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 36 4.3. Roadway Network Improvements 4.3.1. Frontage Improvements The City will require frontage improvements along the two adjacent streets. The following describes the requirements for each. Duvall Avenue NE – New curb and gutter, with an 8-foot-wide planter, 8-foot-wide sidewalk, and a 5-foot-wide bicycle lane. A 10- to 11-foot-wide queueing lane (shared with the bicycle lane) would be required between the school-bus exit driveway and the main parking lot access driveway. These improvements are expected to require a right-of-way dedication to the back of the sidewalk. The distance from the existing right-of-way line to the back of new sidewalk along Duvall Avenue NE varies from 7.5-feet to 12-feet, not including the transition back to the existing sidewalk at the south end of the property. The District would coordinate with the City to integrate the dedication areas and frontage improvements with the City’s planned roadway improvement in that segment. Chelan Avenue NE – Half-street improvements to current City standards are required. These are expected to include curb, gutter, and 5-foot-wide sidewalk. These improvements are expected to require a right-of-way dedication of six inches to the back of the sidewalk. 4.3.2. Off-site Improvements To mitigate school-related traffic impacts, the project would install a traffic signal (replacing the existing HAWK beacon signal) at the NE 10th Street / Duvall Avenue NE intersection. Installation of the new traffic signal would include pedestrian actuated signals and crosswalks on all four legs. 4.3.3. Roadway Markings and Signage The District should coordinate with the City to confirm the locations, extent, and signage of the school- zone signage and flashing beacons on Duvall Avenue NE as well as signage and equipment needs to establish school zones on NE 10th and NE 12th Streets. The District should also coordinate with the City to review walk routes and determine where crossing guards should be stationed and if any changes should be made to crosswalk locations, signage, or pavement markings. 4.4. Operational Measures The following operational measures are recommended for implementation prior to school opening and are expected to be updated as conditions warrant. 4.4.1. Short-Term Conditions – Construction Construction Management Plan (CMP) – The District should require the selected contractor to develop a construction management plan (CMP) that addresses traffic and pedestrian control during school construction. It should define truck routes, lane closures, walkway closures, and on-street parking disruptions, as necessary. To the extent possible, the CMP should direct trucks to arterials and away from residential streets to avoid unnecessary conflicts with resident and pedestrian activity. 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 offsite. The CMP should identify parking locations for the construction staff; to the extent possible, construction employee parking should be contained on-site. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 | 37 4.4.2. Long-Term Conditions – Operations A. 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, carpooling, and supervised walking (such as walking school buses). 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. The plan should also address evening event conditions by identifying appropriate parking locations for attendees, and or adjusting the schedule or size of events to better accommodate demand with the available parking supply. B. Speed Zone – The District should also work with the City to modify the existing school speed zones along Duvall Avenue NE past the school site and east along NE 10th and NE 12th Streets. The timing and signage may require updates to ensure enforcement during elementary school arrival and dismissal hours. C. Event Communication Plan – The District and school administration should develop a neighborhood communication plan to inform nearby neighbors of events each year. The plan should be updated annually (or as events are scheduled) and should provide information about the dates, times, and rough magnitude of attendance. The communication would be intended to allow neighbors to plan for the occasional increase in on-street parking demand that would occur with large events. With the above measures incorporated into the proposal, the project would not result in significant adverse impacts to transportation facilities or operations. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 APPENDIX A Traffic Count Data Sheets 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 2 1 1 2 2 0 12 6 Date: 10/27/2020 Peak Hour Count Period: 7:00 AM 9:00 AM SB 3.3%0.91 TOTAL 4.3%0.96 TH RT WB 6.1%0.87 NB 3.3%0.88 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 4.9%0.90 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start NE Sunset Blvd NE Sunset Blvd Duvall Ave NE Duvall Ave NE 15-min TotalUTLTTHRT 0 5 34 5 0 4 6 21 15 307 0 7:15 AM 0 49 42 7 16 0 5 123 8 07:00 AM 0 37 40 7 0 2 27 8 27 23 447 0 7:45 AM 0 70 47 9 13 0 14 162 6 0 362 0 7:30 AM 0 75 66 11 0 6 36 144 6 0 7 36 23 431 1,547 8:00 AM 0 57 69 7 0 12 49 142 13 0 8 31 26065712010 0 5 40 15 0 5 15 36 23 418 1,658 8:15 AM 0 60 63 14 11 0 12 122 5 0 4 34 25 423 1,693 8:45 AM 0 61 62 13 9 0 15 147 10 0 421 1,717 8:30 AM 0 65 59 9 0 5 41 137 9 0 4 43 26 430 1,69212960944330143910010 Count Total 0 474 448 77 0 55 323 61 272 194 3,239 0 Peak Hour All 0 262 245 91 0 75 1,106 63 0 0 1 4 4 73 013200210 98 1,717 0 HV 0 13 11 3 0 1 41 563 33 0 35 13741029182510 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-3%3%4%4%3%7%4%-0%4%HV%-5%4%7%- 0 0 7:15 AM 7 5 7 3 22 0 0 0 0 0 0 1 0 West North South 7:00 AM 5 1 0 2 8 0 EB WB NB SB Total East 7:45 AM 5 7 6 2 20 0 0 1 0 1 0 0 7:30 AM 5 5 5 0 15 0 0 0 0 0 0 0 3 0 1 0 8:15 AM 11 1 5 3 20 0 0 0 0 0 0 0 0 1 0 0 8:00 AM 6 3 5 4 18 0 0 0 0 0 0 0 8:45 AM 8 2 4 5 19 0 0 1 0 1 0 1 8:30 AM 6 0 6 4 16 0 0 0 0 0 0 0 1 0 0 0 0000000 3 1 Peak Hour 27 16 21 9 73 0 0 0 0 0 0 3 5Count Total 53 24 38 23 138 0 1000122 0 0 0 0000000 0 0 2 12 1N Duvall Ave NE NE Sunset Blvd NE Sunset Blvd Duvall Ave NENE Sunset Blvd Duvall Ave NE1,717TEV: 0.96PHF:9813735270876051 182 29 262 3130 3356341637207041 245 262 548 321 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 NE Sunset Blvd NE Sunset Blvd Duvall Ave NE Duvall Ave NE 15-min Total Rolling One HourEastboundWestbound 0 1 1 8 0 7:15 AM 0 3 2 2 0 0 0 0 0 0 TH RT 7:00 AM 0 4 1 0 0 0 1 UT LT TH RT UT LT 22 0 7:30 AM 0 2 3 0 0 0 4 7 0 0 0 1 2005000 0 1 5 1 0 0 0 0 0 15 0 7:45 AM 0 3 2 0 1 0 0 5 0 0 1 1 2 18 75 8:15 AM 0 4 4 3 0 0 0 5 0 0 20 65 8:00 AM 0 4 2 0 0 0 3 6 0 0 0 0 2 20 73 8:30 AM 0 2 4 0 0 0 0 5 0 0 0 3 0001000 0 0 1 1 0 0 0 2 2 16 74 8:45 AM 0 4 3 1 0 0 0 6 0 0 19 73400122 2 10 11 138 0 Peak Hour 0 13 11 3 3 0 0 38 0 0Count Total 0 26 21 6 0 1 20 0 07:00 AM RT 73 0 Interval Start NE Sunset Blvd NE Sunset Blvd Duvall Ave NE Duvall Ave NE 15-min Total Rolling One Hour 21 0 0 1 4 40113200 RTTHLT RTTHLTRT 0 8:00 AM 0000 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00000007:15 AM 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 8:30 AM 0000000 0 0 8:15 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 4 3 2 3 8 7 1 3 31 19 Date: 10/27/2020 Peak Hour Count Period: 2:00 PM 4:00 PM SB 3.8%0.91 TOTAL 3.2%0.96 TH RT WB 1.7%0.91 NB 1.9%0.86 Peak Hour: 3:00 PM 4:00 PM HV %:PHF EB 4.2%0.93 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start NE Sunset Blvd NE Sunset Blvd Duvall Ave NE Duvall Ave NE 15-min TotalUTLTTHRT 0 13 66 11 0 22 14 88 66 479 0 2:15 PM 0 60 53 30 7 0 14 57 11 02:00 PM 0 47 64 18 0 16 77 12 97 66 519 0 2:45 PM 0 45 68 30 13 0 15 62 6 0 501 0 2:30 PM 0 51 62 28 0 15 92 56 13 0 15 111 51 590 2,089 3:00 PM 0 50 64 24 0 17 81 53 9 0 24 131 950138318021 0 22 97 13 0 24 16 119 87 563 2,173 3:15 PM 0 74 62 25 17 0 21 57 10 0 17 142 103 636 2,398 3:45 PM 0 53 78 16 5 0 21 57 9 0 609 2,281 3:30 PM 0 63 66 23 0 26 104 53 7 0 20 129 83 631 2,43972100171269102610513024 Count Total 0 443 517 194 0 148 705 135 943 642 4,528 0 Peak Hour All 0 240 270 97 0 162 467 75 0 0 1 19 16 77 0710151 364 2,439 0 HV 0 4 20 1 0 1 90 239 36 0 70 51688091387480 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 3%-1%4%4%3%1%2%2%-1%2%HV%-2%7%1%- 2 0 2:15 PM 3 2 3 5 13 0 0 0 3 0 3 0 2 West North South 2:00 PM 6 4 3 3 16 0 EB WB NB SB Total East 2:45 PM 6 2 1 7 16 0 0 0 0 2 0 2 2:30 PM 4 4 1 4 13 0 0 0 0 0 0 1 0 0 1 2 3:15 PM 5 5 1 11 22 0 0 0 0 0 0 2 3 2 1 0 3:00 PM 2 2 3 4 11 0 0 0 0 0 0 0 3:45 PM 15 0 2 10 27 0 0 0 0 1 0 0 3:30 PM 3 2 1 11 17 0 0 0 0 0 0 0 4 3 1 2 0000220 12 4 Peak Hour 25 9 7 36 77 0 0 0 3 2 5 3 12Count Total 44 21 15 55 135 0 2022287 0 0 0 0200000 0 0 7 28 2N Duvall Ave NE NE Sunset Blvd NE Sunset Blvd Duvall Ave NENE Sunset Blvd Duvall Ave NE2,439TEV: 0.96PHF:36451670950527048 387 91 526 3760 3623990365695088 270 240 598 841 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 NE Sunset Blvd NE Sunset Blvd Duvall Ave NE Duvall Ave NE 15-min Total Rolling One HourEastboundWestbound 0 2 1 16 0 2:15 PM 0 1 1 1 0 0 0 3 0 0 TH RT 2:00 PM 0 1 4 1 0 0 4 UT LT TH RT UT LT 13 0 2:30 PM 0 2 2 0 0 0 4 2 0 0 0 3 2002001 0 1 1 0 0 1 0 2 2 13 0 2:45 PM 0 1 4 1 0 0 0 1 0 0 0 3 1 11 53 3:15 PM 0 1 4 0 1 0 0 2 1 0 16 58 3:00 PM 0 1 1 0 0 0 1 0 0 0 1 3 3 22 62 3:30 PM 0 1 2 0 0 1 1 1 0 0 0 7 4005000 0 0 0 0 0 1 1 5 5 17 66 3:45 PM 0 1 13 1 0 0 0 1 0 0 27 77100046 2 29 24 135 0 Peak Hour 0 4 20 1 1 0 3 11 1 0Count Total 0 9 31 4 0 2 18 3 02:00 PM RT 77 0 Interval Start NE Sunset Blvd NE Sunset Blvd Duvall Ave NE Duvall Ave NE 15-min Total Rolling One Hour 5 1 0 1 19 16017101 RTTHLT RTTHLTRT 3 3:00 PM 0000 0 0 2:45 PM 0 0 0 0 0 2:30 PM 00000002:15 PM 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 3:30 PM 0000000 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 220000000 Peak Hour 0 2Count Total 0 THLT 2002000 5 00030 0 0 0 2 0000 0 0 0 00 0 THLT 00003000 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 2 0 1 0 1 2 6 14 3 Date: 10/27/2020 Peak Hour Count Period: 4:00 PM 6:00 PM SB 2.9%0.92 TOTAL 2.3%0.97 TH RT WB 1.5%0.92 NB 2.4%0.91 Peak Hour: 4:15 PM 5:15 PM HV %:PHF EB 2.1%0.91 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start NE Sunset Blvd NE Sunset Blvd Duvall Ave NE Duvall Ave NE 15-min TotalUTLTTHRT 0 20 106 12 0 18 14 163 126 658 0 4:15 PM 0 52 95 25 15 0 20 56 15 04:00 PM 0 44 70 13 0 19 103 15 149 109 654 0 4:45 PM 0 66 78 29 14 0 21 81 13 0 708 0 4:30 PM 0 48 60 19 0 26 99 60 13 0 23 167 117 717 2,737 5:00 PM 0 58 86 13 0 28 117 65 11 0 15 167 10102212812023 0 23 103 22 0 22 23 155 89 695 2,774 5:15 PM 0 62 87 17 11 0 24 79 12 0 10 173 89 679 2,723 5:45 PM 0 60 76 37 12 0 28 54 18 0 632 2,698 5:30 PM 0 46 94 33 0 15 107 56 10 0 19 125 86 668 2,6746621022147890189113028 Count Total 0 436 646 186 0 171 854 141 1,246 806 5,411 0 Peak Hour All 0 224 319 111 0 184 517 113 0 0 2 15 16 65 09000100 416 2,774 0 HV 0 4 9 0 0 0 86 285 49 0 76 63886096450490 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-3%2%4%2%0%2%0%-0%4%HV%-2%3%0%- 0 0 4:15 PM 4 2 3 13 22 0 0 0 0 0 0 1 1 West North South 4:00 PM 3 4 2 10 19 0 EB WB NB SB Total East 4:45 PM 2 2 3 5 12 1 2 0 0 0 0 0 4:30 PM 4 4 2 9 19 0 0 1 0 0 0 1 0 1 0 0 5:15 PM 4 2 1 4 11 1 0 0 1 0 1 0 0 0 1 0 5:00 PM 3 1 2 6 12 0 0 0 1 4 5 0 5:45 PM 3 3 2 7 15 0 1 0 0 2 0 0 5:30 PM 1 3 2 5 11 0 0 1 1 1 3 0 0 1 4 2 0000220 7 0 Peak Hour 13 9 10 33 65 0 0 0 5 8 14 2 5Count Total 24 21 17 59 121 1 0358102 0 0 0 0500300 0 0 2 00 1N Duvall Ave NE NE Sunset Blvd NE Sunset Blvd Duvall Ave NENE Sunset Blvd Duvall Ave NE2,774TEV: 0.97PHF:416638761,130558049 450 96 595 4440 4928586420820086 319 224 629 952 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 NE Sunset Blvd NE Sunset Blvd Duvall Ave NE Duvall Ave NE 15-min Total Rolling One HourEastboundWestbound 2 3 5 19 0 4:15 PM 0 1 3 0 2 0 0 1 1 0 TH RT 4:00 PM 0 0 3 0 0 0 2 UT LT TH RT UT LT 22 0 4:30 PM 0 1 3 0 0 0 4 3 0 0 1 4 8002000 0 0 2 0 0 0 1 4 4 19 0 4:45 PM 0 0 2 0 0 0 0 2 0 0 0 5 1 12 65 5:15 PM 0 1 3 0 0 0 0 2 0 0 12 72 5:00 PM 0 2 1 0 0 0 1 3 0 0 0 2 3 11 54 5:30 PM 0 0 1 0 0 0 2 1 0 0 0 2 2011000 0 0 3 0 0 1 0 2 3 11 46 5:45 PM 0 1 1 1 1 0 0 2 0 0 15 49100052 4 27 28 121 0 Peak Hour 0 4 9 0 3 0 1 15 1 0Count Total 0 6 17 1 0 1 17 0 04:00 PM RT 65 0 Interval Start NE Sunset Blvd NE Sunset Blvd Duvall Ave NE Duvall Ave NE 15-min Total Rolling One Hour 10 0 0 2 15 16009000 RTTHLT RTTHLTRT 7 5:00 PM 5001 2 0 4:45 PM 0 1 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 1 10 5:45 PM 0 1 0 0 11 5:30 PM 3001001 1 8 5:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 720000000 Peak Hour 0 8Count Total 0 THLT 8005003 14 00050 0 0 0 2 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 0 0 0 0 0 0 0 0 1 0 0 4 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 0 0 0 0 0 0 0 0 0 Date: 10/27/2020 Peak Hour Count Period: 7:00 AM 9:00 AM SB 5.1%0.89 TOTAL 3.7%0.94 TH RT WB 0.0%0.54 NB 3.4%0.88 Peak Hour: 8:00 AM 9:00 AM HV %:PHF EB 0.0%0.75 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start NE 12th St NE 12th St Duvall Ave NE Duvall Ave NE 15-min TotalUTLTTHRT 0 1 0 0 0 3 1 29 1 179 0 7:15 AM 0 0 0 2 2 0 2 138 2 07:00 AM 0 1 0 3 0 0 0 0 41 0 237 0 7:45 AM 0 0 0 4 1 0 6 183 2 0 214 0 7:30 AM 0 2 0 1 0 1 0 172 0 0 0 35 1 228 858 8:00 AM 0 0 1 3 0 2 0 164 0 0 0 50 1001107 0 0 0 4 0 2 1 50 1 205 884 8:15 AM 0 0 0 3 1 0 5 141 0 0 1 52 0 243 911 8:45 AM 0 1 0 4 0 0 1 182 1 0 235 905 8:30 AM 0 0 0 6 0 0 0 159 2 0 0 65 0 232 915149100660000605 Count Total 0 4 1 26 0 4 1 3 388 4 1,773 0 Peak Hour All 0 1 1 15 0 31 1,288 8 0 0 0 12 0 34 00001210 1 915 0 HV 0 0 0 0 0 0 13 631 4 0 2 23316020110 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%5%0%4%0%-0%-8%3%HV%-0%0%0%- 0 0 7:15 AM 0 0 9 3 12 0 0 0 0 0 0 0 0 West North South 7:00 AM 0 0 1 1 2 0 EB WB NB SB Total East 7:45 AM 0 0 5 1 6 0 0 0 0 0 0 0 7:30 AM 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 4 5 9 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 3 1 4 0 0 0 0 0 0 0 8:45 AM 0 0 7 3 10 0 0 0 0 0 0 0 8:30 AM 0 0 8 3 11 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 Peak Hour 0 0 22 12 34 0 0 0 0 0 0 0 0Count Total 0 0 41 17 58 0 0000000 0 0 0 0000000 0 0 0 00 0N Duvall Ave NE NE 12th St NE 12th St Duvall Ave NENE 12th St Duvall Ave NE915TEV: 0.94PHF:12332236643011 0 2 13 70 463113648251016 1 1 18 14 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 NE 12th St NE 12th St Duvall Ave NE Duvall Ave NE 15-min Total Rolling One HourEastboundWestbound 0 1 0 2 0 7:15 AM 0 0 0 0 0 0 0 1 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT 12 0 7:30 AM 0 0 0 0 0 0 0 9 0 0 0 3 0000000 0 0 0 0 0 0 0 0 0 4 0 7:45 AM 0 0 0 0 0 0 0 4 0 0 0 1 0 4 26 8:15 AM 0 0 0 0 0 0 1 2 0 0 6 24 8:00 AM 0 0 0 0 0 0 0 5 0 0 0 1 0 9 23 8:30 AM 0 0 0 0 0 0 0 4 0 0 0 5 0000000 0 0 0 0 0 0 0 3 0 11 30 8:45 AM 0 0 0 0 0 0 0 8 0 0 10 34700030 0 17 0 58 0 Peak Hour 0 0 0 0 0 0 1 40 0 0Count Total 0 0 0 0 0 0 0 0 07:00 AM RT 34 0 Interval Start NE 12th St NE 12th St Duvall Ave NE Duvall Ave NE 15-min Total Rolling One Hour 21 0 0 0 12 0000001 RTTHLT RTTHLTRT 0 8:00 AM 0000 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00000007:15 AM 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 8:30 AM 0000000 0 0 8:15 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 0 0 0 0 0 0 0 0 0 0 Date: 10/27/2020 Peak Hour Count Period: 2:00 PM 4:00 PM SB 2.9%0.95 TOTAL 2.5%0.91 TH RT WB 0.0%0.25 NB 1.7%0.83 Peak Hour: 3:00 PM 4:00 PM HV %:PHF EB 4.2%0.75 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start NE 12th St NE 12th St Duvall Ave NE Duvall Ave NE 15-min TotalUTLTTHRT 0 0 0 0 0 0 1 114 0 204 0 2:15 PM 0 1 0 6 0 0 5 79 1 02:00 PM 0 0 0 4 0 0 0 3 149 2 242 0 2:45 PM 0 1 0 3 1 0 0 85 0 0 243 0 2:30 PM 0 0 0 2 0 0 0 87 0 0 1 147 1 270 959 3:00 PM 0 2 0 1 0 0 0 85 0 0 2 174 0010211 0 1 0 0 0 2 4 169 0 263 1,018 3:15 PM 0 1 0 5 0 0 0 86 1 0 1 187 0 299 1,107 3:45 PM 0 0 0 8 0 0 1 103 0 0 275 1,050 3:30 PM 0 0 0 7 0 0 0 93 0 0 1 172 0 316 1,1531132011821000009 Count Total 0 5 0 36 0 2 0 14 1,294 4 2,112 0 Peak Hour All 0 3 0 3 1 18 731 4 0 0 0 21 0 29 0000070 1 1,153 0 HV 0 1 0 0 0 0 12 395 3 0 7 7102101000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%3%0%3%0%---0%2%HV%-33%-0%- 0 0 2:15 PM 0 0 3 2 5 0 0 0 4 0 4 0 0 West North South 2:00 PM 0 0 3 5 8 0 EB WB NB SB Total East 2:45 PM 0 0 1 6 7 0 0 0 0 0 0 0 2:30 PM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 4 6 10 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 1 0 0 4 5 0 0 0 0 0 0 0 3:45 PM 0 0 1 11 12 0 0 0 0 0 0 0 3:30 PM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0000220 0 0 Peak Hour 1 0 7 21 29 0 0 0 4 2 6 0 0Count Total 1 0 15 35 51 0 0022000 0 0 0 0200000 0 0 0 00 0N Duvall Ave NE NE 12th St NE 12th St Duvall Ave NENE 12th St Duvall Ave NE1,153TEV: 0.91PHF:1710771839800 0 1 1 100 339512410732021 0 3 24 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. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start NE 12th St NE 12th St Duvall Ave NE Duvall Ave NE 15-min Total Rolling One HourEastboundWestbound 0 5 0 8 0 2:15 PM 0 0 0 0 0 0 0 3 0 0 TH RT 2:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 5 0 2:30 PM 0 0 0 0 0 0 0 3 0 0 0 2 0000000 0 0 0 0 0 0 0 1 0 2 0 2:45 PM 0 0 0 0 0 0 0 1 0 0 0 4 0 5 19 3:15 PM 0 0 0 0 0 0 0 0 0 0 7 22 3:00 PM 0 1 0 0 0 0 0 1 0 0 0 6 0 10 24 3:30 PM 0 0 0 0 0 0 0 4 0 0 0 6 0000000 0 0 0 0 0 0 0 0 0 2 24 3:45 PM 0 0 0 0 0 0 0 2 0 0 12 291000110 0 35 0 51 0 Peak Hour 0 1 0 0 0 0 0 15 0 0Count Total 0 1 0 0 0 0 0 4 02:00 PM RT 29 0 Interval Start NE 12th St NE 12th St Duvall Ave NE Duvall Ave NE 15-min Total Rolling One Hour 7 0 0 0 21 0000000 RTTHLT RTTHLTRT 4 3:00 PM 0000 0 0 2:45 PM 0 0 0 0 0 2:30 PM 00000002:15 PM 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 3:30 PM 0000000 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 220000000 Peak Hour 0 2Count Total 0 THLT 2002000 6 00130 0 0 0 2 0000 0 0 0 00 0 THLT 00003100 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 0 0 0 0 0 0 0 0 0 Date: 10/27/2020 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.5%0.93 TOTAL 1.8%0.98 TH RT WB 0.0%0.50 NB 2.6%0.93 Peak Hour: 4:15 PM 5:15 PM HV %:PHF EB 0.0%0.84 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start NE 12th St NE 12th St Duvall Ave NE Duvall Ave NE 15-min TotalUTLTTHRT 0 0 0 0 0 4 1 201 1 323 0 4:15 PM 0 1 0 10 0 0 7 103 0 04:00 PM 0 0 0 10 0 0 0 4 213 1 354 0 4:45 PM 0 1 1 7 2 0 4 121 1 0 358 0 4:30 PM 0 1 0 5 0 2 0 100 2 0 2 239 0 359 1,394 5:00 PM 0 0 0 11 0 0 1 108 1 0 8 226 0000205 0 1 1 0 0 3 1 200 0 337 1,408 5:15 PM 0 0 1 8 1 0 6 117 0 0 2 226 0 342 1,354 5:45 PM 0 0 0 6 1 0 4 99 1 0 316 1,366 5:30 PM 0 0 0 8 0 1 0 99 1 0 3 198 1 316 1,3111041012030000001 Count Total 0 3 2 65 0 4 2 22 1,706 3 2,705 0 Peak Hour All 0 3 1 6 0 34 851 7 0 0 1 12 0 25 00000111 1 1,408 0 HV 0 0 0 0 0 0 19 446 4 0 15 8783302150 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 25%-7%1%0%2%0%0%0%-0%2%HV%-0%0%0%- 0 0 4:15 PM 0 0 5 2 7 0 0 0 0 0 1 0 0 West North South 4:00 PM 0 0 2 5 7 1 EB WB NB SB Total East 4:45 PM 0 0 2 3 5 1 2 0 0 0 0 0 4:30 PM 0 0 3 5 8 0 0 1 0 0 0 0 0 0 0 0 5:15 PM 0 0 1 5 6 0 0 0 1 0 1 0 0 0 0 0 5:00 PM 0 0 2 3 5 0 0 0 1 4 5 0 5:45 PM 0 0 2 5 7 0 1 0 0 0 0 0 5:30 PM 0 0 2 4 6 0 0 1 1 1 2 0 0 0 0 0 0000220 0 0 Peak Hour 0 0 12 13 25 0 0 0 5 8 14 0 0Count Total 0 0 19 32 51 1 0358000 0 0 0 0140300 0 0 0 00 0N Duvall Ave NE NE 12th St NE 12th St Duvall Ave NENE 12th St Duvall Ave NE1,408TEV: 0.98PHF:18781589445405 1 2 8 200 444619469913033 1 3 37 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. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start NE 12th St NE 12th St Duvall Ave NE Duvall Ave NE 15-min Total Rolling One HourEastboundWestbound 0 5 0 7 0 4:15 PM 0 0 0 0 0 0 0 2 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 7 0 4:30 PM 0 0 0 0 0 0 0 5 0 0 1 1 0000000 0 0 0 0 0 0 0 5 0 8 0 4:45 PM 0 0 0 0 0 0 0 3 0 0 0 3 0 5 25 5:15 PM 0 0 0 0 0 0 0 2 0 0 5 27 5:00 PM 0 0 0 0 0 0 0 1 1 0 0 3 0 6 24 5:30 PM 0 0 0 0 0 0 0 1 0 0 0 4 1000000 0 0 0 0 0 0 0 4 0 6 22 5:45 PM 0 0 0 0 0 0 0 2 0 0 7 24200050 1 30 1 51 0 Peak Hour 0 0 0 0 0 0 0 18 1 0Count Total 0 0 0 0 0 0 0 1 04:00 PM RT 25 0 Interval Start NE 12th St NE 12th St Duvall Ave NE Duvall Ave NE 15-min Total Rolling One Hour 11 1 0 1 12 0000000 RTTHLT RTTHLTRT 8 5:00 PM 5001 2 0 4:45 PM 0 1 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 1 9 5:45 PM 0 1 0 0 10 5:30 PM 2001001 1 8 5:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 620000000 Peak Hour 4 4Count Total 0 THLT 8041003 14 00050 0 0 0 2 0100 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 100 0 0 0 0 0 0 0 0 0 1 0 4 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 3 0 1 1 1 1 1 8 4 Date: 10/27/2020 Peak Hour Count Period: 7:00 AM 9:00 AM SB 4.9%0.83 TOTAL 3.7%0.95 TH RT WB 0.0%0.50 NB 3.4%0.87 Peak Hour: 8:00 AM 9:00 AM HV %:PHF EB 0.0%0.93 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start NE 10th St NE 10th St Duvall Ave NE Duvall Ave NE 15-min TotalUTLTTHRT 0 1 0 0 0 2 0 33 1 176 0 7:15 AM 0 4 0 0 1 0 2 135 0 07:00 AM 0 3 0 0 1 0 0 1 39 2 243 0 7:45 AM 0 6 0 0 1 0 1 190 0 0 228 0 7:30 AM 0 7 0 1 0 1 0 173 1 0 0 46 1 229 876 8:00 AM 0 5 0 2 0 0 0 161 0 0 0 55 2000005 0 0 0 0 0 2 1 50 4 207 907 8:15 AM 0 6 0 0 0 0 1 144 0 0 0 46 3 241 906 8:45 AM 0 4 0 2 1 0 0 183 1 0 229 908 8:30 AM 0 4 0 3 0 0 0 154 0 0 0 65 2 239 916154201721000102 Count Total 0 39 0 8 1 2 0 3 406 16 1,792 0 Peak Hour All 0 19 0 4 0 15 1,294 4 0 0 0 12 0 34 00000220 10 916 0 HV 0 0 0 0 0 0 5 635 3 0 2 233700020 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%5%0%4%--0%-0%3%HV%-0%-0%- 0 0 7:15 AM 0 0 4 3 7 0 0 0 0 0 0 0 0 West North South 7:00 AM 0 0 5 1 6 0 EB WB NB SB Total East 7:45 AM 0 0 4 1 5 0 0 0 0 0 0 0 7:30 AM 0 0 6 0 6 0 0 0 0 0 0 2 0 1 0 0 8:15 AM 0 0 5 5 10 0 0 0 0 0 0 1 0 0 1 0 8:00 AM 0 0 3 1 4 0 0 0 0 0 0 0 8:45 AM 0 0 8 4 12 0 0 0 0 1 0 0 8:30 AM 0 0 6 2 8 0 0 0 0 0 0 0 0 1 1 0 0000000 4 0 Peak Hour 0 0 22 12 34 0 0 0 0 0 0 3 1Count Total 0 0 41 17 58 0 0000112 0 0 0 0000000 0 0 2 01 1N Duvall Ave NE NE 10th St NE 10th St Duvall Ave NENE 10th St Duvall Ave NE916TEV: 0.95PHF:10233224565602 0 0 2 50 3635564324007 0 19 26 15 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 NE 10th St NE 10th St Duvall Ave NE Duvall Ave NE 15-min Total Rolling One HourEastboundWestbound 0 1 0 6 0 7:15 AM 0 0 0 0 0 0 0 5 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT 7 0 7:30 AM 0 0 0 0 0 0 0 4 0 0 0 3 0000000 0 0 0 0 0 0 0 0 0 6 0 7:45 AM 0 0 0 0 0 0 0 6 0 0 0 1 0 4 22 8:15 AM 0 0 0 0 0 0 0 3 0 0 5 24 8:00 AM 0 0 0 0 0 0 0 4 0 0 0 1 0 10 25 8:30 AM 0 0 0 0 0 0 0 5 0 0 0 5 0000000 0 0 0 0 0 0 0 2 0 8 27 8:45 AM 0 0 0 0 0 0 0 6 0 0 12 34800040 0 17 0 58 0 Peak Hour 0 0 0 0 0 0 0 41 0 0Count Total 0 0 0 0 0 0 0 0 07:00 AM RT 34 0 Interval Start NE 10th St NE 10th St Duvall Ave NE Duvall Ave NE 15-min Total Rolling One Hour 22 0 0 0 12 0000000 RTTHLT RTTHLTRT 0 8:00 AM 0000 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00000007:15 AM 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 8:30 AM 0000000 0 0 8:15 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 1 0 1 3 6 1 2 0 14 9 Date: 10/27/2020 Peak Hour Count Period: 2:00 PM 4:00 PM SB 2.9%0.96 TOTAL 2.5%0.89 TH RT WB 20.0%0.50 NB 1.2%0.78 Peak Hour: 3:00 PM 4:00 PM HV %:PHF EB 5.0%0.56 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start NE 10th St NE 10th St Duvall Ave NE Duvall Ave NE 15-min TotalUTLTTHRT 1 0 0 1 0 5 1 110 5 209 0 2:15 PM 0 0 0 1 2 0 2 78 1 02:00 PM 0 3 0 5 0 0 2 2 134 13 247 0 2:45 PM 0 3 2 2 1 0 2 82 2 0 247 0 2:30 PM 0 7 0 4 0 0 0 85 1 0 2 144 7 265 968 3:00 PM 0 1 1 2 0 0 0 84 0 0 0 162 8000202 0 1 0 1 0 0 0 158 4 254 1,013 3:15 PM 0 3 0 6 1 0 1 86 0 0 0 180 8 302 1,112 3:45 PM 0 3 0 2 2 0 4 106 0 0 291 1,057 3:30 PM 0 1 0 1 0 0 0 91 1 0 4 176 8 331 1,178120001173110302016 Count Total 0 21 3 23 1 4 2 10 1,237 64 2,146 0 Peak Hour All 0 8 1 12 0 32 732 5 0 0 1 18 2 29 0020050 31 1,178 0 HV 0 0 1 0 0 0 21 403 1 0 5 6871104060 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-20%3%6%2%0%-33%-0%1%HV%-0%100%0%- 0 0 2:15 PM 0 0 0 3 3 0 0 1 4 0 5 1 0 West North South 2:00 PM 0 0 3 5 8 0 EB WB NB SB Total East 2:45 PM 0 1 1 4 6 0 0 0 0 1 0 0 2:30 PM 0 0 4 2 6 0 0 0 0 0 0 0 0 0 4 0 3:15 PM 0 1 2 6 9 0 0 0 0 0 0 1 1 0 3 0 3:00 PM 1 0 2 3 6 0 0 0 0 0 0 0 3:45 PM 0 0 0 8 8 0 0 0 1 1 0 0 3:30 PM 0 1 1 4 6 0 0 0 0 0 0 0 1 0 0 0 0000220 9 0 Peak Hour 1 2 5 21 29 0 0 1 4 2 7 2 3Count Total 1 3 13 35 52 0 0022135 0 0 0 0200000 0 0 5 03 1N Duvall Ave NE NE 10th St NE 10th St Duvall Ave NENE 10th St Duvall Ave NE1,178TEV: 0.89PHF:31687572341706 0 4 10 70 140321425702011 1 8 20 52 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 NE 10th St NE 10th St Duvall Ave NE Duvall Ave NE 15-min Total Rolling One HourEastboundWestbound 0 5 0 8 0 2:15 PM 0 0 0 0 0 0 0 3 0 0 TH RT 2:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 3 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 3 0000000 0 0 0 1 0 0 0 1 1 6 0 2:45 PM 0 0 0 0 0 0 0 3 1 0 0 3 0 6 21 3:15 PM 0 0 0 0 0 0 0 2 0 0 6 23 3:00 PM 0 0 1 0 0 0 0 1 0 0 0 4 0 9 27 3:30 PM 0 0 0 0 0 0 0 2 0 0 1 5 0000100 0 0 0 0 0 0 0 4 0 6 27 3:45 PM 0 0 0 0 1 0 0 1 0 0 8 29000062 1 31 3 52 0 Peak Hour 0 0 1 0 3 0 0 12 1 0Count Total 0 0 1 0 0 0 0 5 02:00 PM RT 29 0 Interval Start NE 10th St NE 10th St Duvall Ave NE Duvall Ave NE 15-min Total Rolling One Hour 5 0 0 1 18 2000200 RTTHLT RTTHLTRT 5 3:00 PM 0000 0 0 2:45 PM 0 0 0 0 0 2:30 PM 00000002:15 PM 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 3:30 PM 0000000 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 220000000 Peak Hour 0 2Count Total 0 THLT 2002000 7 00040 0 0 0 2 0000 0 0 0 00 0 THLT 00004001 0 00 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 1 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 3 2 1 4 6 2 2 23 10 Date: 10/27/2020 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.4%0.87 TOTAL 1.7%0.92 TH RT WB 20.0%0.42 NB 2.1%0.96 Peak Hour: 4:15 PM 5:15 PM HV %:PHF EB 4.2%0.75 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start NE 10th St NE 10th St Duvall Ave NE Duvall Ave NE 15-min TotalUTLTTHRT 0 1 2 0 0 1 1 192 7 320 0 4:15 PM 0 2 1 5 1 0 2 104 2 04:00 PM 0 1 0 6 0 3 1 1 189 8 325 0 4:45 PM 0 4 0 1 0 0 4 118 0 0 375 0 4:30 PM 0 1 0 4 0 0 0 109 1 0 6 241 6 357 1,377 5:00 PM 0 3 0 3 0 1 0 111 2 0 1 229 6000102 0 1 0 0 0 2 0 181 11 322 1,379 5:15 PM 0 5 0 3 0 0 3 120 0 0 0 218 10 341 1,346 5:45 PM 0 3 0 4 1 0 6 96 0 0 326 1,330 5:30 PM 0 5 0 4 0 0 1 98 1 0 4 200 12 324 1,3131061031968000102 Count Total 0 24 1 30 0 6 4 16 1,646 68 2,690 0 Peak Hour All 0 10 1 4 0 22 862 7 0 0 1 10 1 24 00000100 31 1,379 0 HV 0 0 0 1 0 1 10 458 3 0 8 8401302210 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-13%1%3%2%50%0%0%-0%2%HV%-0%0%8%- 1 0 4:15 PM 1 1 3 1 6 0 1 0 0 1 1 0 2 West North South 4:00 PM 0 1 5 4 10 0 EB WB NB SB Total East 4:45 PM 0 0 3 5 8 1 2 0 1 1 0 0 4:30 PM 0 0 2 3 5 0 0 1 0 0 1 0 0 3 4 0 5:15 PM 0 0 1 5 6 1 0 0 1 0 1 0 0 0 0 0 5:00 PM 0 0 2 3 5 0 1 0 0 0 1 1 5:45 PM 0 0 2 3 5 0 1 1 1 0 0 0 5:30 PM 0 0 2 5 7 0 0 1 0 1 2 1 4 1 0 2 0000220 12 0 Peak Hour 1 1 10 12 24 1 1 1 3 5 11 3 8Count Total 1 2 20 29 52 2 0215118 0 0 1 0100200 1 0 8 01 1N Duvall Ave NE NE 10th St NE 10th St Duvall Ave NENE 10th St Duvall Ave NE1,379TEV: 0.92PHF:31840887946901 2 2 5 120 345810471855013 1 10 24 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. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start NE 10th St NE 10th St Duvall Ave NE Duvall Ave NE 15-min Total Rolling One HourEastboundWestbound 1 3 0 10 0 4:15 PM 0 0 0 1 0 0 0 4 1 0 TH RT 4:00 PM 0 0 0 0 0 1 0 UT LT TH RT UT LT 6 0 4:30 PM 0 0 0 0 0 0 0 3 0 0 1 0 0010000 0 0 0 0 0 0 0 3 0 5 0 4:45 PM 0 0 0 0 0 0 0 2 0 0 0 2 1 5 24 5:15 PM 0 0 0 0 0 0 0 2 0 0 8 29 5:00 PM 0 0 0 0 0 0 0 3 0 0 0 5 0 6 24 5:30 PM 0 0 0 0 0 0 0 1 0 0 0 4 1000000 0 0 0 0 0 0 0 3 2 7 26 5:45 PM 0 0 0 0 0 0 0 2 0 0 5 23200030 2 23 4 52 0 Peak Hour 0 0 0 1 0 0 0 19 1 0Count Total 0 0 0 1 0 2 0 1 04:00 PM RT 24 0 Interval Start NE 10th St NE 10th St Duvall Ave NE Duvall Ave NE 15-min Total Rolling One Hour 10 0 0 1 10 1010000 RTTHLT RTTHLTRT 5 5:00 PM 1000 2 0 4:45 PM 0 1 0 0 0 4:30 PM 10000004:15 PM 0 0 0 0 0 0 1 5 5:45 PM 0 1 0 0 6 5:30 PM 2010000 1 5 5:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 620000000 Peak Hour 3 2Count Total 0 THLT 5001002 11 00030 0 0 2 0 0000 0 0 0 00 0 THLT 01000000 0 00 1 0 0 0 0 0 1 0 0 001 0 1 0 002 0 1 0 0 0 0 0 0 0 1 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 1 2 1 0 1 0 0 6 4 Date: 10/27/2020 Peak Hour Count Period: 7:00 AM 9:00 AM SB 0.0%0.25 TOTAL 0.0%0.92 TH RT WB 0.0%0.75 NB 0.0%0.33 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 0.0%0.66 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start NE 10th St NE 10th St Chelan Ave NE Chelan Ave NE 15-min TotalUTLTTHRT 0 0 3 0 0 0 0 0 1 7 0 7:15 AM 0 0 2 0 0 0 1 0 0 07:00 AM 0 0 2 0 0 0 3 0 0 0 12 0 7:45 AM 0 0 3 0 0 0 0 0 0 0 8 0 7:30 AM 0 0 7 1 0 0 4 0 0 0 2 0 1 13 40 8:00 AM 0 0 6 0 0 0 4 0 3 0 0 0 0007000 0 0 4 2 0 0 0 0 0 11 44 8:15 AM 0 0 4 0 0 0 0 0 1 0 1 0 1 11 47 8:45 AM 0 0 6 0 0 0 0 0 0 0 12 48 8:30 AM 0 0 6 0 0 0 3 0 0 0 2 0 0 8 42000000002000 Count Total 0 0 36 1 0 0 30 5 0 3 82 0 Peak Hour All 0 0 20 2 0 1 0 4 0 0 0 0 0 0 0000000 0 48 0 HV 0 0 0 0 0 0 0 0 4 0 2 01001920 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%--0%-0%0%---HV%--0%0%- 0 1 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 West North South 7:00 AM 0 0 0 0 0 0 EB WB NB SB Total East 7:45 AM 0 0 0 0 0 0 0 0 0 1 1 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0000000 4 2 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 1000003 0 0 0 0000000 0 0 3 10 0N Chelan Ave NE NE 10th St NE 10th St Chelan Ave NENE 10th St Chelan Ave NE48TEV: 0.92PHF:0022202 19 0 21 260 4004101 20 0 21 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. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start NE 10th St NE 10th St Chelan Ave NE Chelan Ave NE 15-min Total Rolling One HourEastboundWestbound 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 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 8:15 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 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 07:00 AM RT 0 0 Interval Start NE 10th St NE 10th St Chelan Ave NE Chelan Ave NE 15-min Total Rolling One Hour 0 0 0 0 0 0000000 RTTHLT RTTHLTRT 0 8:00 AM 0000 0 0 7:45 AM 0 0 0 0 0 7:30 AM 00000007:15 AM 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 8:30 AM 0000000 0 0 8:15 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 1 0 1 4 5 0 0 2 13 6 Date: 10/27/2020 Peak Hour Count Period: 2:00 PM 4:00 PM SB 0.0%0.25 TOTAL 1.4%0.66 TH RT WB 2.2%0.75 NB 0.0%0.50 Peak Hour: 2:00 PM 3:00 PM HV %:PHF EB 0.0%0.61 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start NE 10th St NE 10th St Chelan Ave NE Chelan Ave NE 15-min TotalUTLTTHRT 1 0 9 1 0 0 0 0 0 17 0 2:15 PM 0 0 0 0 0 0 0 0 0 02:00 PM 0 0 7 1 0 0 9 2 0 0 27 0 2:45 PM 0 0 5 0 0 0 0 0 1 0 11 0 2:30 PM 0 0 8 1 0 0 15 0 0 0 0 0 0 16 71 3:00 PM 1 0 4 0 0 0 5 0 1 0 0 0 00010000 1 1 6 0 0 0 0 0 0 10 64 3:15 PM 0 0 10 0 0 0 0 0 0 0 0 0 0 14 58 3:45 PM 0 0 3 0 1 0 0 0 0 0 18 71 3:30 PM 0 0 3 0 0 0 10 0 0 0 0 0 0 27 690100000021101 Count Total 1 0 40 2 2 1 85 2 0 0 140 0 Peak Hour All 0 0 20 3 0 1 0 3 0 0 0 0 0 1 0100000 0 71 0 HV 0 0 0 0 0 0 0 0 2 0 2 02104310 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%--1%-2%0%---HV%--0%0%0% 1 0 2:15 PM 0 0 0 0 0 0 0 1 0 0 1 0 0 West North South 2:00 PM 0 0 0 0 0 0 EB WB NB SB Total East 2:45 PM 0 1 0 0 1 0 0 1 0 0 0 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 3:00 PM 1 0 0 0 1 0 0 0 0 0 0 0 3:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 3:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0000000 12 0 Peak Hour 0 1 0 0 1 0 1 1 0 0 1 1 0Count Total 1 3 0 0 4 0 0001105 0 0 0 0000000 1 0 5 00 1N Chelan Ave NE NE 10th St NE 10th St Chelan Ave NENE 10th St Chelan Ave NE71TEV: 0.66PHF:0022101 43 0 45 251 2002202 20 0 22 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. SouthboundNorthboundWestboundEastbound Northbound Southbound UT LT TH RT UT LT TH RT Interval Start NE 10th St NE 10th St Chelan Ave NE Chelan Ave NE 15-min Total Rolling One HourEastboundWestbound 0 0 0 0 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 2:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 0 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 1 0 0 0 0 0 0 0 0 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 3:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 3:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 3:30 PM 0 0 0 0 0 0 1 0 0 0 0 0 0000000 0 0 1 0 0 0 0 0 0 1 3 3:45 PM 0 0 0 0 0 0 0 0 0 0 1 3000000 0 0 0 4 0 Peak Hour 0 0 0 0 0 0 0 0 0 0Count Total 0 0 1 0 0 0 3 1 02:00 PM RT 1 0 Interval Start NE 10th St NE 10th St Chelan Ave NE Chelan Ave NE 15-min Total Rolling One Hour 0 0 0 0 0 0001000 RTTHLT RTTHLTRT 1 3:00 PM 0000 0 0 2:45 PM 0 0 0 0 0 2:30 PM 00000002:15 PM 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 3:30 PM 0000000 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 000000000 Peak Hour 0 0Count Total 0 THLT 1000000 1 00000 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 1 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 1 2 4 6 2 3 21 15 Date: 10/27/2020 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.0%0.25 TOTAL 3.9%0.88 TH RT WB 6.7%0.83 NB 0.0%0.25 Peak Hour: 5:00 PM 6:00 PM HV %:PHF EB 0.0%0.77 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start NE 10th St NE 10th St Chelan Ave NE Chelan Ave NE 15-min TotalUTLTTHRT 0 0 9 0 0 0 0 0 0 19 0 4:15 PM 0 0 8 1 0 0 0 0 0 04:00 PM 0 0 8 1 0 0 10 0 0 0 18 0 4:45 PM 0 0 7 0 0 0 1 0 0 0 19 0 4:30 PM 0 0 5 0 0 0 12 0 0 0 0 0 1 18 74 5:00 PM 0 1 6 2 0 1 16 0 0 0 0 0 00110000 0 0 12 3 0 0 0 0 0 27 82 5:15 PM 0 0 4 1 0 0 1 0 0 0 0 0 0 29 101 5:45 PM 0 1 8 0 0 0 0 0 0 0 27 90 5:30 PM 1 2 8 0 0 1 17 0 0 0 2 0 5 19 102000000008200 Count Total 1 4 54 5 0 3 94 2 0 6 176 0 Peak Hour All 1 4 26 5 0 2 0 0 0 0 0 0 0 4 0400000 5 102 0 HV 0 0 0 0 0 0 1 0 0 0 2 03025350 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total --0%-0%4%0%8%0%-0%-HV%0%0%0%0%- 1 0 4:15 PM 1 0 0 0 1 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 0 0 0 1 0 0 0 0 1 0 0 4:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 1 4 0 5:15 PM 0 1 0 0 1 0 1 0 0 0 0 0 0 0 2 0 5:00 PM 0 1 0 0 1 0 1 0 0 0 1 0 5:45 PM 0 0 0 0 0 0 0 0 0 2 0 0 5:30 PM 0 2 0 0 2 0 0 0 0 1 2 0 2 4 0 3 0000000 18 0 Peak Hour 0 4 0 0 4 0 1 1 0 1 3 0 3Count Total 2 4 1 0 7 1 00120213 0 0 0 0010001 0 0 13 02 0N Chelan Ave NE NE 10th St NE 10th St Chelan Ave NENE 10th St Chelan Ave NE102TEV: 0.88PHF:5027905 53 2 60 280 0011503 26 4 34 60 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 NE 10th St NE 10th St Chelan Ave NE Chelan Ave NE 15-min Total Rolling One HourEastboundWestbound 0 0 0 0 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 1 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 1 0 4:45 PM 0 0 1 0 0 0 1 0 0 0 0 0 0 1 4 5:15 PM 0 0 0 0 0 0 0 0 0 0 1 3 5:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 1 4 5:30 PM 0 0 0 0 0 0 2 0 0 0 0 0 0001000 0 0 0 0 0 0 0 0 0 2 5 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 4000000 0 0 0 7 0 Peak Hour 0 0 0 0 0 0 1 0 0 0Count Total 0 0 1 1 0 0 4 0 04:00 PM RT 4 0 Interval Start NE 10th St NE 10th St Chelan Ave NE Chelan Ave NE 15-min Total Rolling One Hour 0 0 0 0 0 0004000 RTTHLT RTTHLTRT 1 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 2010000 0 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 200000000 Peak Hour 1 0Count Total 0 THLT 2010000 3 00000 0 0 0 0 0000 0 0 0 00 0 THLT 00000000 1 00 0 0 0 0 0 0 0 0 0 000 0 0 1 010 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 1 1 0 1 1 2 1 0 7 4 WB 0.0%0.95 NB 7.1%0.90 Peak Hour: 8:00 AM 9:00 AM HV %:PHF EB -- Date: 10/27/2020 Peak Hour Count Period: 7:00 AM 9:00 AM SB 8.6%0.67 TOTAL 7.1%0.89 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start 0 NE 10th St Union Ave NE Union Ave NE 15-min TotalUTLTTHRT 0 3 0 2 0 0 0 19 0 64 0 7:15 AM 0 0 0 0 2 0 0 38 3 07:00 AM 0 0 0 0 0 2 0 3 15 0 68 0 7:45 AM 0 0 0 0 5 0 0 40 3 0 71 0 7:30 AM 0 0 0 0 0 2 0 49 0 0 0 17 0 54 257 8:00 AM 0 0 0 0 0 3 0 33 0 0 0 15 0000600 0 3 0 2 0 0 0 16 0 62 255 8:15 AM 0 0 0 0 2 0 0 40 1 0 1 20 0 73 265 8:45 AM 0 0 0 0 2 0 0 44 3 0 76 260 8:30 AM 0 0 0 0 0 3 0 42 0 0 0 29 0 83 29439102370020200 Count Total 0 0 0 0 0 18 0 6 168 0 551 0 Peak Hour All 0 0 0 23 0 0 325 11 0 0 0 9 0 21 00000120 0 294 0 HV 0 0 0 0 0 0 0 165 5 0 3 1020011080 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%9%-7%0%-0%--7%HV%----- 0 0 7:15 AM 0 0 1 1 2 0 0 0 0 0 0 1 0 West North South 7:00 AM 0 0 3 1 4 0 EB WB NB SB Total East 7:45 AM 0 0 3 1 4 0 0 0 0 0 0 0 7:30 AM 0 0 3 2 5 0 0 0 0 0 0 1 0 0 1 0 8:15 AM 0 0 4 4 8 0 0 0 0 0 0 0 0 0 1 0 8:00 AM 0 0 3 2 5 0 0 0 0 0 0 0 8:45 AM 0 0 3 2 5 0 0 0 0 1 0 0 8:30 AM 0 0 2 1 3 0 0 0 0 0 0 1 0 1 0 0 0000000 4 0 Peak Hr 0 0 12 9 21 0 0 0 0 0 0 3 0Count Total 0 0 22 14 36 0 0000103 N Union Ave NE NE 10th St NE 10th StUnion Ave NEUnion Ave NE294TEV: 0.89PHF:102310517308 11 19 8 0 5165170113000000 0 3 00 1project.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 0 NE 10th St Union Ave NE Union Ave NE 15-min Total Rolling One HourEastboundWestbound 0 1 0 4 0 7:15 AM 0 0 0 0 0 0 0 3 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT 2 0 7:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0000000 0 0 0 0 0 0 0 2 0 5 0 7:45 AM 0 0 0 0 0 0 0 3 0 0 0 2 0 5 16 8:15 AM 0 0 0 0 0 0 0 3 0 0 4 15 8:00 AM 0 0 0 0 0 0 0 3 0 0 0 1 0 8 22 8:30 AM 0 0 0 0 0 0 0 4 0 0 0 4 0000000 0 0 0 0 0 0 0 1 0 3 20 8:45 AM 0 0 0 0 0 0 0 2 0 0 5 21300020 0 14 0 36 0 Peak Hour 0 0 0 0 0 0 0 22 0 0Count Total 0 0 0 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 21 0 Interval Start 0 NE 10th St Union Ave NE Union Ave NE 15-min Total Rolling One HourEastbound 12 0 0 0 9 0000000 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 7:00 AM 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 8:15 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 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 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 2 3 2 0 3 2 3 6 21 14 WB 6.1%0.63 NB 2.3%0.81 Peak Hour: 3:00 PM 4:00 PM HV %:PHF EB -- Date: 10/27/2020 Peak Hour Count Period: 2:00 PM 4:00 PM SB 1.8%0.85 TOTAL 2.3%0.81 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start 0 NE 10th St Union Ave NE Union Ave NE 15-min TotalUTLTTHRT 0 6 0 3 0 0 1 46 0 116 0 2:15 PM 0 0 0 0 5 0 0 51 6 02:00 PM 0 0 0 0 0 7 0 4 41 0 118 0 2:45 PM 0 0 0 0 3 0 0 58 2 0 111 0 2:30 PM 0 0 0 0 0 10 0 46 0 0 3 53 0 129 474 3:00 PM 0 0 0 0 0 2 0 61 8 0 1 51 0130400 0 4 0 0 0 0 3 57 0 128 486 3:15 PM 0 0 0 0 5 0 0 55 6 0 3 67 0 135 522 3:45 PM 0 0 0 0 4 0 0 54 2 0 130 505 3:30 PM 0 0 0 0 0 5 0 58 5 0 5 58 0 174 56779102790060700 Count Total 0 0 0 0 1 43 0 22 452 0 1,041 0 Peak Hour All 0 0 0 31 0 0 462 30 0 0 0 5 0 13 0010051 0 567 0 HV 0 0 0 0 0 1 0 246 14 0 13 26100170160 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 7%-0%2%-2%6%-6%--2%HV%----- 0 0 2:15 PM 0 0 1 2 3 0 0 1 0 0 1 2 0 West North South 2:00 PM 0 0 1 0 1 0 EB WB NB SB Total East 2:45 PM 0 1 1 0 2 0 0 2 0 0 0 0 2:30 PM 0 0 0 1 1 0 0 0 0 0 0 2 0 1 0 0 3:15 PM 0 0 0 1 1 0 0 0 1 0 1 3 0 0 0 0 3:00 PM 0 0 3 2 5 0 0 0 0 0 0 0 3:45 PM 0 2 3 0 5 0 0 1 0 2 0 0 3:30 PM 0 0 0 2 2 0 0 0 0 0 0 2 0 0 0 0 0000116 3 0 Peak Hr 0 2 6 5 13 0 0 1 1 1 3 18 0Count Total 0 3 9 8 20 0 01121202 N Union Ave NE NE 10th St NE 10th StUnion Ave NEUnion Ave NE567TEV: 0.81PHF:26113274262016 17 33 27 0 14246260278010010 0 2 00 12project.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 0 NE 10th St Union Ave NE Union Ave NE 15-min Total Rolling One HourEastboundWestbound 0 0 0 1 0 2:15 PM 0 0 0 0 0 0 0 1 0 0 TH RT 2:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 3 0 2:30 PM 0 0 0 0 0 0 0 1 0 0 0 2 0000000 0 0 0 1 0 0 0 1 0 1 0 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 5 11 3:15 PM 0 0 0 0 0 0 0 2 1 0 2 7 3:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 1 9 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0000000 0 1 0 1 0 0 0 2 0 2 10 3:45 PM 0 0 0 0 0 0 0 0 0 0 5 13300000 0 8 0 20 0 Peak Hour 0 0 0 0 2 0 0 8 1 0Count Total 0 0 0 0 0 1 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 13 0 Interval Start 0 NE 10th St Union Ave NE Union Ave NE 15-min Total Rolling One HourEastbound 5 1 0 0 5 0010100 0 0 1 0 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 2:00 PM 0 0 0 1 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 3:15 PM 0 0 0 0 0 0 0 0 0 1 1 1 3:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 2000101 0 1 0 3 0Count Total 0 0 0 1 0 0 0 1 0 2 0001001Peak 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 5 3 2 11 11 4 5 8 49 31 WB 10.3%0.75 NB 1.3%0.82 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB -- Date: 10/27/2020 Peak Hour Count Period: 4:00 PM 6:00 PM SB 2.1%0.88 TOTAL 2.2%0.94 TH RTUTLTTHRTUTLT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start 0 NE 10th St Union Ave NE Union Ave NE 15-min TotalUTLTTHRT 0 6 0 4 0 0 4 79 0 165 0 4:15 PM 0 0 0 0 3 0 0 68 7 04:00 PM 0 0 0 0 0 4 0 3 64 0 155 0 4:45 PM 0 0 0 0 1 0 0 77 3 0 150 0 4:30 PM 0 0 0 0 0 7 0 61 4 0 1 74 0 173 643 5:00 PM 0 0 0 0 0 6 0 66 6 0 1 94 0030300 0 9 0 4 0 0 3 75 0 181 659 5:15 PM 0 0 0 0 5 0 0 88 4 0 2 86 0 175 677 5:45 PM 0 0 0 0 3 0 0 73 5 0 148 657 5:30 PM 0 0 0 0 0 6 0 59 2 0 1 73 0 158 662661001770020200 Count Total 0 0 0 0 0 43 0 16 622 0 1,305 0 Peak Hour All 0 0 0 25 0 0 558 41 0 0 0 7 0 15 0010040 0 677 0 HV 0 0 0 0 0 3 0 286 17 0 7 32800240150 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%2%-2%13%-7%--1%HV%----- 0 0 4:15 PM 0 0 4 3 7 0 0 0 0 0 0 5 0 West North South 4:00 PM 0 0 4 2 6 0 EB WB NB SB Total East 4:45 PM 0 0 1 2 3 0 0 2 0 0 0 0 4:30 PM 0 1 2 3 6 0 0 0 0 0 0 1 0 2 4 0 5:15 PM 0 2 1 2 5 0 0 0 0 0 0 7 0 0 5 0 5:00 PM 0 2 1 1 4 0 0 0 1 0 1 6 5:45 PM 0 0 2 0 2 1 1 5 0 0 0 0 5:30 PM 0 0 1 2 3 0 0 0 1 0 1 4 0 0 0 4 0000444 15 0 Peak Hr 0 4 4 7 15 0 0 0 2 5 7 34 0Count Total 0 5 16 15 36 0 02132209 N Union Ave NE NE 10th St NE 10th StUnion Ave NEUnion Ave NE677TEV: 0.94PHF:3287335301015 24 39 24 0 17286303352010110 0 9 00 22project.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 0 NE 10th St Union Ave NE Union Ave NE 15-min Total Rolling One HourEastboundWestbound 0 2 0 6 0 4:15 PM 0 0 0 0 0 0 0 2 2 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT 7 0 4:30 PM 0 0 0 0 0 1 0 4 0 0 0 3 0000000 0 0 0 0 0 0 0 3 0 6 0 4:45 PM 0 0 0 0 0 0 0 2 0 0 0 1 0 4 20 5:15 PM 0 0 0 0 1 0 0 1 0 0 3 22 5:00 PM 0 0 0 0 0 1 0 1 0 0 0 2 0 5 18 5:30 PM 0 0 0 0 0 0 0 1 0 0 0 2 0020000 0 0 0 0 0 0 0 2 0 3 15 5:45 PM 0 0 0 0 0 0 0 1 0 0 2 14200000 0 15 0 36 0 Peak Hour 0 0 0 0 1 0 0 14 2 0Count Total 0 0 0 0 0 4 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 15 0 Interval Start 0 NE 10th St Union Ave NE Union Ave NE 15-min Total Rolling One HourEastbound 4 0 0 0 7 0030100 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 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 5:15 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 1 0 0 0 1 1 3 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2 5:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 6000404 0 5 0 7 0Count Total 0 0 0 0 0 0 0 1 0 3 0001101Peak Hour 0 0 0 0 0 1 project.manager.wa@idaxdata.com www.idaxdata.com 52 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 11 6 3 3 4 7 2 1 37 23 Peak Hour Date: Thu, Feb 08, 2018 Peak Hour Count Period: 7:00 AM 9:00 AM SB 4.1%0.86 TOTAL 3.0%0.90 TH RT WB 2.8%0.86 NB 1.9%0.74 Peak Hour: 7:00 AM 8:00 AM HV %:PHF EB 3.6%0.73 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start NE Sunset Blvd (SR-900)NE Sunset Blvd (SR-900)Duvall Ave NE Duvall Ave NE 15-min TotalUTLTTHRT 0 13 114 52 0 25 65 35 35 729 0 7:15 AM 0 101 95 4 43 0 28 124 18 07:00 AM 0 124 147 12 0 12 86 17 63 48 664 0 7:45 AM 0 92 54 12 33 0 10 164 6 0 777 0 7:30 AM 0 109 71 10 0 14 119 247 8 0 11 55 52 636 2,806 8:00 AM 0 92 77 16 0 15 78 173 6 0 13 75 68088633016 0 11 85 25 0 18 9 60 57 618 2,695 8:15 AM 0 78 75 12 20 0 10 173 11 0 12 49 47 645 2,523 8:45 AM 0 98 82 13 29 0 16 206 13 0 624 2,542 8:30 AM 0 101 87 14 0 13 58 208 9 0 8 38 57 647 2,5341821001462410148428019 0 47 405 161 0 Count Total 0 795 688 93 0 100 710 149 437 405 5,340 0 0 0 0 0 2 6 West North South 7:00 AM 5 11 4 0 426 367 263 0 142 1,477 81 0 203 2,806 07970838010622838 3 23 0 EB WB NB SB Total East 7:45 AM 8 2 5 9 24 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 3 0 7:15 AM 8 2 1 2 0 3 7:30 AM 9 2 1 6 18 0 0 0 0 0 0 1 2 0642000 0 0 8:15 AM 12 4 8 1 25 0 0 0 0 0 0 4 0 1 0 0 8:00 AM 5 2 3 9 19 0 0 0 0 0 0 2 8:45 AM 5 2 7 5 19 0 0 0 0 1 1 2 8:30 AM 6 4 9 4 23 0 0 0 0 0 0 3 0 2 0 1 0000000 9 6 Peak Hour 30 17 16 22 85 0 0 0 0 0 0 12 10Count Total 58 29 43 41 171 0 30005105 0 0005 310 5N Duvall Ave NE NE Sunset Blvd (SR-900) NE Sunset Blvd (SR-900)Duvall Ave NENE Sunset Blvd (SR-900)Duvall Ave NE2,806TEV: 0.9PHF:2032281065371,2950161 405 47 613 5110 3870879825313038 367 426 831 687 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com www.idaxdata.com 52 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 6 22 3 7 11 7 2 6 64 38 Peak Hour Date: Thu, Feb 08, 2018 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.3%0.95 TOTAL 1.2%0.97 TH RT WB 1.9%0.79 NB 0.8%0.87 Peak Hour: 4:00 PM 5:00 PM HV %:PHF EB 0.7%0.88 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start NE Sunset Blvd (SR-900)NE Sunset Blvd (SR-900)Duvall Ave NE Duvall Ave NE 15-min TotalUTLTTHRT 0 27 110 11 0 33 29 205 99 849 0 4:15 PM 0 89 113 30 12 0 31 86 14 04:00 PM 0 76 87 38 0 34 138 23 223 127 817 0 4:45 PM 0 78 98 26 11 0 34 93 12 0 846 0 4:30 PM 0 80 78 27 0 26 83 63 7 0 28 218 117 786 3,298 5:00 PM 0 77 99 36 0 21 115 62 17 0 28 213 1050211044030 0 25 102 21 0 38 36 218 109 840 3,289 5:15 PM 0 71 101 28 14 0 31 72 12 0 25 194 107 797 3,219 5:45 PM 0 87 103 25 22 0 30 67 13 0 796 3,239 5:30 PM 0 83 91 19 0 33 113 52 16 0 36 194 112 789 3,22261170342148003010810020 0 108 435 38 0 Count Total 0 641 770 229 0 217 873 239 1,679 856 6,520 0 0 0 0 0 3 1 West North South 4:00 PM 1 3 1 0 323 376 105 0 247 556 108 0 448 3,298 0128304500108859121 5 10 0 EB WB NB SB Total East 4:45 PM 2 1 1 3 7 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1 1 4:15 PM 3 1 0 1 2 10 4:30 PM 0 6 1 7 14 0 0 0 0 0 0 8 4 013800 0 3 5:15 PM 1 0 0 2 3 0 0 0 1 0 1 3 5 1 2 1 5:00 PM 1 2 0 2 5 0 0 0 0 1 1 3 5:45 PM 1 2 0 0 3 0 0 0 0 1 1 1 5:30 PM 1 1 1 3 6 0 0 0 0 0 0 6 0 0 3 0 2000001 5 21 Peak Hour 6 11 4 18 39 0 0 0 1 1 2 24 14Count Total 10 16 5 25 56 0 140111464 0 1004 146 14N Duvall Ave NE NE Sunset Blvd (SR-900) NE Sunset Blvd (SR-900)Duvall Ave NENE Sunset Blvd (SR-900)Duvall Ave NE3,298TEV: 0.97PHF:4488591081,415665038 435 108 581 5340 503041284821,0880121 376 323 820 1,011 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com Location:DUVALL AVE N-O NE 10TH ST Date Range:10/27/2020 - 11/2/2020 Site Code:01 Time NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 19 35 54 24 33 57 17 46 63 ------------20 38 58 1:00 AM 18 15 33 13 14 27 26 25 51 ------------19 18 37 2:00 AM 10 19 29 13 24 37 9 21 30 ------------11 21 32 3:00 AM 20 11 31 18 10 28 19 15 34 ------------19 12 31 4:00 AM 66 19 85 56 13 69 60 18 78 ------------61 17 77 5:00 AM 176 31 207 186 31 217 190 34 224 ------------184 32 216 6:00 AM 403 60 463 448 72 520 397 74 471 ------------416 69 485 7:00 AM 666 179 845 605 169 774 639 173 812 ------------637 174 810 8:00 AM 626 236 862 600 239 839 581 281 862 ------------602 252 854 9:00 AM 479 251 730 458 229 687 416 280 696 ------------451 253 704 10:00 AM 356 300 656 366 302 668 384 280 664 ------------369 294 663 11:00 AM 377 339 716 399 379 778 365 347 712 ------------380 355 735 12:00 PM 403 400 803 387 440 827 365 424 789 ------------385 421 806 1:00 PM 355 442 797 399 475 874 377 468 845 ------------377 462 839 2:00 PM 347 577 924 408 590 998 377 546 923 ------------377 571 948 3:00 PM 413 702 1,115 426 722 1,148 447 724 1,171 ------------429 716 1,145 4:00 PM 443 870 1,313 443 838 1,281 456 839 1,295 ------------447 849 1,296 5:00 PM 429 808 1,237 441 819 1,260 450 815 1,265 ------------440 814 1,254 6:00 PM 373 619 992 389 673 1,062 389 662 1,051 ------------384 651 1,035 7:00 PM 212 370 582 233 421 654 237 391 628 ------------227 394 621 8:00 PM 141 259 400 172 297 469 163 268 431 ------------159 275 433 9:00 PM 111 176 287 99 194 293 99 172 271 ------------103 181 284 10:00 PM 59 116 175 62 98 160 66 121 187 ------------62 112 174 11:00 PM 40 68 108 28 59 87 42 65 107 ------------37 64 101 Total 6,542 6,902 13,444 6,673 7,141 13,814 6,571 7,089 13,660 ------------6,595 7,044 13,639 Percent 49%51%-48%52%-48%52%-------------48%52%- 1. Mid-week average includes data between Tuesday and Thursday. 11/2/202011/1/202010/31/202010/30/2020 Tuesday Wednesday Thursday 10/28/202010/27/2020 Mid-Week Average10/29/2020 Friday Saturday Sunday Monday Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 1 Location:DUVALL AVE N-O NE 10TH ST Count Direction:Northbound / Southbound Date Range:10/27/2020 to 10/29/2020 Site Code:01 Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume Northbound 2 10 13 21 216 1,971 7,356 7,233 2,318 500 117 19 6 2 0 0 2 19,786 Percent 0.0%0.1%0.1%0.1%1.1%10.0%37.2%36.6%11.7%2.5%0.6%0.1%0.0%0.0%0.0%0.0%0.0%100% Southbound 10 27 42 118 363 2,159 7,248 7,730 2,697 555 131 36 9 2 2 2 1 21,132 Percent 0.0%0.1%0.2%0.6%1.7%10.2%34.3%36.6%12.8%2.6%0.6%0.2%0.0%0.0%0.0%0.0%0.0%100% Total 12 37 55 139 579 4,130 14,604 14,963 5,015 1,055 248 55 15 4 2 2 3 40,918 Percent 0.0%0.1%0.1%0.3%1.4%10.1%35.7%36.6%12.3%2.6%0.6%0.1%0.0%0.0%0.0%0.0%0.0%100% Northbound Northbound 50th Percentile (Median)40.2 mph Mean (Average) Speed 40.4 mph 45.0 mph 10 mph Pace 35.0 - 45.0 mph 48.7 mph Percent in Pace 73.5 % Southbound Southbound 50th Percentile (Median)40.4 mph Mean (Average) Speed 40.3 mph 45.3 mph 10 mph Pace 35.6 - 45.6 mph 48.8 mph Percent in Pace 70.8 % Vehicle Speed Report Summary Study Total Speed Range (mph) Total Study Percentile Speed Summary Total Study Speed Statistics 85th Percentile 95th Percentile 85th Percentile 95th Percentile Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 1 Location:DUVALL AVE N-O NE 10TH ST Date Range:10/27/2020 to 10/29/2020 Site Code:01 Northbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 1 5 9 3 1 0 0 0 0 0 0 0 0 19 1:00 AM 0 0 0 0 0 2 7 5 3 0 0 0 0 0 0 0 1 18 2:00 AM 0 0 0 0 1 1 5 2 0 1 0 0 0 0 0 0 0 10 3:00 AM 0 0 0 0 0 1 7 5 4 2 1 0 0 0 0 0 0 20 4:00 AM 0 0 0 0 1 8 19 23 12 3 0 0 0 0 0 0 0 66 5:00 AM 0 0 0 0 0 14 42 73 32 11 4 0 0 0 0 0 0 176 6:00 AM 0 0 0 0 2 16 127 170 64 18 4 0 2 0 0 0 0 403 7:00 AM 0 0 0 0 4 68 272 238 75 7 1 1 0 0 0 0 0 666 8:00 AM 0 0 0 0 4 52 209 255 85 16 5 0 0 0 0 0 0 626 9:00 AM 0 0 0 0 2 50 186 167 58 10 5 0 1 0 0 0 0 479 10:00 AM 1 0 0 0 2 33 143 130 38 7 2 0 0 0 0 0 0 356 11:00 AM 0 0 0 1 8 45 127 149 38 7 1 0 1 0 0 0 0 377 12:00 PM 0 0 1 0 4 33 162 151 40 11 1 0 0 0 0 0 0 403 1:00 PM 0 0 0 0 2 28 138 136 39 11 1 0 0 0 0 0 0 355 2:00 PM 0 0 6 1 14 59 146 87 26 6 0 2 0 0 0 0 0 347 3:00 PM 1 0 0 5 19 94 157 109 25 3 0 0 0 0 0 0 0 413 4:00 PM 0 2 1 4 12 51 184 146 37 5 1 0 0 0 0 0 0 443 5:00 PM 0 0 1 1 3 36 145 174 51 13 5 0 0 0 0 0 0 429 6:00 PM 0 0 0 0 3 53 145 128 35 7 2 0 0 0 0 0 0 373 7:00 PM 0 0 0 0 4 25 98 65 17 2 1 0 0 0 0 0 0 212 8:00 PM 0 0 0 0 3 25 49 46 15 3 0 0 0 0 0 0 0 141 9:00 PM 0 0 0 0 1 16 42 36 13 2 1 0 0 0 0 0 0 111 10:00 PM 0 0 1 0 0 11 23 14 7 1 1 1 0 0 0 0 0 59 11:00 PM 0 0 0 0 0 8 16 12 2 2 0 0 0 0 0 0 0 40 Total 2 2 10 12 90 734 2,458 2,324 717 148 36 4 4 0 0 0 1 6,542 Percent 0.0%0.0%0.2%0.2%1.4%11.2%37.6%35.5%11.0%2.3%0.6%0.1%0.1%0.0%0.0%0.0%0.0% 50th Percentile (Median)39.9 mph Mean (Average) Speed 40.1 mph 85th Percentile 44.9 mph 10 mph Pace mph 95th Percentile 48.3 mph Percent in Pace 73.0 % Tuesday, October 27, 2020 Speed Range (mph) 34.6 - 44.6 Speed StatisticsDaily Percentile Speed Summary Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 2 Location:DUVALL AVE N-O NE 10TH ST Date Range:10/27/2020 to 10/29/2020 Site Code:01 Southbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 4 8 3 15 3 1 1 0 0 0 0 0 0 35 1:00 AM 0 0 0 0 0 2 5 6 1 0 1 0 0 0 0 0 0 15 2:00 AM 0 0 0 0 0 4 5 5 2 1 2 0 0 0 0 0 0 19 3:00 AM 0 0 0 0 2 0 3 2 4 0 0 0 0 0 0 0 0 11 4:00 AM 0 0 0 0 1 2 7 7 1 1 0 0 0 0 0 0 0 19 5:00 AM 0 0 0 0 0 6 7 14 3 1 0 0 0 0 0 0 0 31 6:00 AM 0 0 0 0 1 6 20 19 9 4 1 0 0 0 0 0 0 60 7:00 AM 0 0 0 0 7 20 62 64 17 5 4 0 0 0 0 0 0 179 8:00 AM 0 0 0 3 4 18 74 83 44 8 2 0 0 0 0 0 0 236 9:00 AM 0 0 0 0 1 26 82 89 38 7 6 1 1 0 0 0 0 251 10:00 AM 1 0 0 1 5 45 96 106 39 6 0 1 0 0 0 0 0 300 11:00 AM 0 0 1 3 10 48 117 107 40 7 3 1 1 0 1 0 0 339 12:00 PM 0 0 2 8 12 43 133 131 60 9 2 0 0 0 0 0 0 400 1:00 PM 0 0 0 0 8 32 136 161 81 19 3 2 0 0 0 0 0 442 2:00 PM 0 0 1 8 11 63 181 214 80 16 2 1 0 0 0 0 0 577 3:00 PM 0 2 6 10 14 69 261 255 76 8 0 1 0 0 0 0 0 702 4:00 PM 2 2 2 13 32 102 322 284 93 16 2 0 0 0 0 0 0 870 5:00 PM 0 1 4 7 17 87 316 284 79 11 2 0 0 0 0 0 0 808 6:00 PM 0 0 0 5 12 83 260 199 44 12 2 2 0 0 0 0 0 619 7:00 PM 0 0 0 3 6 46 131 121 50 9 0 3 0 1 0 0 0 370 8:00 PM 0 0 1 0 5 27 86 96 30 8 4 0 1 0 1 0 0 259 9:00 PM 0 0 0 0 4 22 51 64 21 11 3 0 0 0 0 0 0 176 10:00 PM 0 0 0 0 1 16 43 36 13 4 3 0 0 0 0 0 0 116 11:00 PM 0 0 0 0 3 8 23 21 8 4 1 0 0 0 0 0 0 68 Total 3 5 17 61 160 783 2,424 2,383 836 168 44 12 3 1 2 0 0 6,902 Percent 0.0%0.1%0.2%0.9%2.3%11.3%35.1%34.5%12.1%2.4%0.6%0.2%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)40.0 mph Mean (Average) Speed 40 mph 85th Percentile 45.1 mph 10 mph Pace mph 95th Percentile 48.8 mph Percent in Pace 69.76 % 34.9 - 44.9 Tuesday, October 27, 2020 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 3 Location:DUVALL AVE N-O NE 10TH ST Date Range:10/27/2020 to 10/29/2020 Site Code:01 Northbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 6 5 9 1 2 0 1 0 0 0 0 0 24 1:00 AM 0 0 0 0 0 3 6 2 0 1 0 1 0 0 0 0 0 13 2:00 AM 0 0 0 0 0 1 6 4 1 1 0 0 0 0 0 0 0 13 3:00 AM 0 0 0 0 0 4 4 5 2 1 2 0 0 0 0 0 0 18 4:00 AM 0 0 0 0 3 10 16 16 7 4 0 0 0 0 0 0 0 56 5:00 AM 0 0 0 0 2 16 58 70 21 15 4 0 0 0 0 0 0 186 6:00 AM 0 0 0 0 2 25 154 195 57 13 1 1 0 0 0 0 0 448 7:00 AM 0 0 0 0 2 64 241 226 60 10 2 0 0 0 0 0 0 605 8:00 AM 0 0 0 0 6 47 208 249 78 10 2 0 0 0 0 0 0 600 9:00 AM 0 0 0 1 4 32 172 174 68 6 1 0 0 0 0 0 0 458 10:00 AM 0 0 0 0 5 39 144 126 42 9 1 0 0 0 0 0 0 366 11:00 AM 0 0 0 0 6 49 146 138 44 12 2 1 0 1 0 0 0 399 12:00 PM 0 0 0 1 5 36 135 164 32 8 6 0 0 0 0 0 0 387 1:00 PM 0 0 1 0 3 23 140 177 48 6 1 0 0 0 0 0 0 399 2:00 PM 0 0 0 0 1 24 135 170 64 11 3 0 0 0 0 0 0 408 3:00 PM 0 1 0 1 3 42 130 173 64 9 3 0 0 0 0 0 0 426 4:00 PM 0 2 1 0 3 36 131 188 66 15 1 0 0 0 0 0 0 443 5:00 PM 0 1 0 1 4 46 155 163 57 12 2 0 0 0 0 0 0 441 6:00 PM 0 0 0 0 8 38 161 135 35 8 1 3 0 0 0 0 0 389 7:00 PM 0 0 0 0 1 30 100 73 21 5 3 0 0 0 0 0 0 233 8:00 PM 0 0 0 0 1 18 75 51 21 5 1 0 0 0 0 0 0 172 9:00 PM 0 0 0 0 0 13 37 34 13 1 1 0 0 0 0 0 0 99 10:00 PM 0 0 0 0 0 7 32 11 10 1 1 0 0 0 0 0 0 62 11:00 PM 0 0 0 0 0 4 8 9 5 2 0 0 0 0 0 0 0 28 Total 0 4 2 4 59 613 2,399 2,562 817 167 38 7 0 1 0 0 0 6,673 Percent 0.0%0.1%0.0%0.1%0.9%9.2%36.0%38.4%12.2%2.5%0.6%0.1%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)40.4 mph Mean (Average) Speed 40.6 mph 85th Percentile 45.1 mph 10 mph Pace mph 95th Percentile 48.7 mph Percent in Pace 74.3 % Wednesday, October 28, 2020 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics 35.3 - 45.3 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 4 Location:DUVALL AVE N-O NE 10TH ST Date Range:10/27/2020 to 10/29/2020 Site Code:01 Southbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 2 8 8 10 4 1 0 0 0 0 0 0 0 33 1:00 AM 0 0 0 0 0 2 5 6 1 0 0 0 0 0 0 0 0 14 2:00 AM 0 0 0 0 1 2 7 6 5 1 1 0 1 0 0 0 0 24 3:00 AM 0 0 0 0 0 2 4 3 1 0 0 0 0 0 0 0 0 10 4:00 AM 0 0 0 0 1 4 2 3 3 0 0 0 0 0 0 0 0 13 5:00 AM 0 0 0 0 2 3 13 7 5 1 0 0 0 0 0 0 0 31 6:00 AM 0 0 0 0 0 13 25 18 9 4 2 1 0 0 0 0 0 72 7:00 AM 0 0 0 0 3 21 70 57 14 4 0 0 0 0 0 0 0 169 8:00 AM 0 0 0 1 7 23 79 94 26 8 1 0 0 0 0 0 0 239 9:00 AM 0 0 0 0 3 17 71 99 26 7 4 2 0 0 0 0 0 229 10:00 AM 0 0 2 3 5 39 96 111 42 3 1 0 0 0 0 0 0 302 11:00 AM 0 0 1 8 6 25 124 153 52 9 0 0 1 0 0 0 0 379 12:00 PM 0 0 1 2 4 28 157 177 48 20 3 0 0 0 0 0 0 440 1:00 PM 3 0 1 4 4 40 143 165 88 20 5 1 1 0 0 0 0 475 2:00 PM 0 2 0 0 6 29 184 245 101 18 4 1 0 0 0 0 0 590 3:00 PM 0 3 4 3 6 61 198 291 130 22 4 0 0 0 0 0 0 722 4:00 PM 4 16 7 5 14 90 292 322 74 11 1 0 2 0 0 0 0 838 5:00 PM 0 0 0 1 4 61 291 341 98 22 0 1 0 0 0 0 0 819 6:00 PM 0 0 0 3 19 102 238 239 57 11 4 0 0 0 0 0 0 673 7:00 PM 0 0 0 0 2 57 144 149 51 14 1 3 0 0 0 0 0 421 8:00 PM 0 0 0 0 2 37 88 107 47 13 2 1 0 0 0 0 0 297 9:00 PM 0 0 0 2 3 17 58 73 32 8 1 0 0 0 0 0 0 194 10:00 PM 0 0 0 1 2 8 38 26 18 5 0 0 0 0 0 0 0 98 11:00 PM 0 0 0 0 0 8 16 27 5 2 1 0 0 0 0 0 0 59 Total 7 21 16 33 96 697 2,351 2,729 937 204 35 10 5 0 0 0 0 7,141 Percent 0.1%0.3%0.2%0.5%1.3%9.8%32.9%38.2%13.1%2.9%0.5%0.1%0.1%0.0%0.0%0.0%0.0% 50th Percentile (Median)40.5 mph Mean (Average) Speed 40.4 mph 85th Percentile 45.4 mph 10 mph Pace mph 95th Percentile 48.9 mph Percent in Pace 71.32 % Wednesday, October 28, 2020 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics 35.7 - 45.7 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 5 Location:DUVALL AVE N-O NE 10TH ST Date Range:10/27/2020 to 10/29/2020 Site Code:01 Northbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 2 6 4 3 0 1 0 0 0 0 0 1 17 1:00 AM 0 0 0 0 1 8 7 8 2 0 0 0 0 0 0 0 0 26 2:00 AM 0 0 0 0 2 1 1 5 0 0 0 0 0 0 0 0 0 9 3:00 AM 0 0 0 0 0 2 8 2 4 2 1 0 0 0 0 0 0 19 4:00 AM 0 0 0 0 1 7 15 22 9 4 2 0 0 0 0 0 0 60 5:00 AM 0 0 0 0 0 13 56 65 41 14 1 0 0 0 0 0 0 190 6:00 AM 0 0 0 0 5 29 125 163 52 18 4 1 0 0 0 0 0 397 7:00 AM 0 0 0 0 5 58 274 217 68 15 0 2 0 0 0 0 0 639 8:00 AM 0 0 0 1 8 66 199 241 51 8 7 0 0 0 0 0 0 581 9:00 AM 0 1 0 0 4 40 152 156 46 11 4 2 0 0 0 0 0 416 10:00 AM 0 0 0 0 6 31 188 113 39 6 1 0 0 0 0 0 0 384 11:00 AM 0 0 0 0 4 37 145 125 44 7 3 0 0 0 0 0 0 365 12:00 PM 0 0 0 2 1 39 154 110 41 14 3 1 0 0 0 0 0 365 1:00 PM 0 1 0 0 5 32 165 118 42 11 2 1 0 0 0 0 0 377 2:00 PM 0 0 0 0 3 33 141 144 45 8 3 0 0 0 0 0 0 377 3:00 PM 0 0 1 0 2 33 146 180 72 11 2 0 0 0 0 0 0 447 4:00 PM 0 0 0 0 2 17 156 190 68 20 3 0 0 0 0 0 0 456 5:00 PM 0 1 0 0 1 36 148 173 73 14 1 1 2 0 0 0 0 450 6:00 PM 0 1 0 0 5 52 150 138 35 5 3 0 0 0 0 0 0 389 7:00 PM 0 0 0 1 4 39 114 59 15 5 0 0 0 0 0 0 0 237 8:00 PM 0 0 0 0 4 17 67 56 16 2 1 0 0 0 0 0 0 163 9:00 PM 0 0 0 0 2 18 37 29 9 2 1 0 0 1 0 0 0 99 10:00 PM 0 0 0 1 2 7 31 18 4 3 0 0 0 0 0 0 0 66 11:00 PM 0 0 0 0 0 7 14 11 5 5 0 0 0 0 0 0 0 42 Total 0 4 1 5 67 624 2,499 2,347 784 185 43 8 2 1 0 0 1 6,571 Percent 0.0%0.1%0.0%0.1%1.0%9.5%38.0%35.7%11.9%2.8%0.7%0.1%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)40.2 mph Mean (Average) Speed 40.5 mph 85th Percentile 45.2 mph 10 mph Pace mph 95th Percentile 48.9 mph Percent in Pace 73.6 % Daily Percentile Speed Summary Speed Statistics 34.9 - 44.9 Thursday, October 29, 2020 Speed Range (mph) Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 6 Location:DUVALL AVE N-O NE 10TH ST Date Range:10/27/2020 to 10/29/2020 Site Code:01 Southbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 1 2 8 11 12 8 2 1 1 0 0 0 0 0 46 1:00 AM 0 0 0 0 0 4 7 9 4 1 0 0 0 0 0 0 0 25 2:00 AM 0 0 0 0 0 3 5 8 2 2 0 0 0 0 0 0 1 21 3:00 AM 0 0 0 0 0 4 5 4 1 1 0 0 0 0 0 0 0 15 4:00 AM 0 0 0 0 0 3 6 6 3 0 0 0 0 0 0 0 0 18 5:00 AM 0 0 0 0 2 9 9 11 2 0 1 0 0 0 0 0 0 34 6:00 AM 0 0 0 0 0 8 29 22 8 4 3 0 0 0 0 0 0 74 7:00 AM 0 0 0 0 3 30 70 49 16 5 0 0 0 0 0 0 0 173 8:00 AM 0 0 1 3 3 30 92 110 35 6 1 0 0 0 0 0 0 281 9:00 AM 0 0 0 0 3 33 116 91 31 4 2 0 0 0 0 0 0 280 10:00 AM 0 0 0 0 2 36 117 87 32 2 3 1 0 0 0 0 0 280 11:00 AM 0 0 0 0 1 30 125 130 48 11 2 0 0 0 0 0 0 347 12:00 PM 0 0 0 0 6 39 153 156 55 10 5 0 0 0 0 0 0 424 1:00 PM 0 0 4 4 13 39 147 167 82 11 1 0 0 0 0 0 0 468 2:00 PM 0 0 1 1 10 35 176 222 87 12 2 0 0 0 0 0 0 546 3:00 PM 0 1 2 5 11 32 239 285 112 26 9 2 0 0 0 0 0 724 4:00 PM 0 0 1 2 5 57 261 367 112 28 5 0 1 0 0 0 0 839 5:00 PM 0 0 0 6 16 89 292 301 90 15 3 3 0 0 0 0 0 815 6:00 PM 0 0 0 1 10 99 253 208 73 7 4 5 0 1 0 1 0 662 7:00 PM 0 0 0 1 6 45 153 130 43 11 2 0 0 0 0 0 0 391 8:00 PM 0 0 0 0 4 10 95 102 36 13 6 1 0 0 0 1 0 268 9:00 PM 0 0 0 0 4 15 50 74 23 6 0 0 0 0 0 0 0 172 10:00 PM 0 0 0 0 4 15 39 44 14 4 1 0 0 0 0 0 0 121 11:00 PM 0 0 0 0 2 6 23 23 7 2 1 1 0 0 0 0 0 65 Total 0 1 9 24 107 679 2,473 2,618 924 183 52 14 1 1 0 2 1 7,089 Percent 0.0%0.0%0.1%0.3%1.5%9.6%34.9%36.9%13.0%2.6%0.7%0.2%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)40.4 mph Mean (Average) Speed 40.5 mph 85th Percentile 45.3 mph 10 mph Pace mph 95th Percentile 48.9 mph Percent in Pace 71.55 % Speed Range (mph) Thursday, October 29, 2020 Daily Percentile Speed Summary Speed Statistics 35.3 - 45.3 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 7 Location:DUVALL AVE N-O NE 10TH ST Date Range:10/27/2020 to 10/29/2020 Site Code:01 Northbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 4 7 5 2 1 0 0 0 0 0 0 0 19 1:00 AM 0 0 0 0 0 4 7 5 2 0 0 0 0 0 0 0 0 18 2:00 AM 0 0 0 0 1 1 4 4 0 1 0 0 0 0 0 0 0 11 3:00 AM 0 0 0 0 0 2 6 4 3 2 1 0 0 0 0 0 0 18 4:00 AM 0 0 0 0 2 8 17 20 9 4 1 0 0 0 0 0 0 61 5:00 AM 0 0 0 0 1 14 52 69 31 13 3 0 0 0 0 0 0 183 6:00 AM 0 0 0 0 3 23 135 176 58 16 3 1 1 0 0 0 0 416 7:00 AM 0 0 0 0 4 63 262 227 68 11 1 1 0 0 0 0 0 637 8:00 AM 0 0 0 0 6 55 205 248 71 11 5 0 0 0 0 0 0 601 9:00 AM 0 0 0 0 3 41 170 166 57 9 3 1 0 0 0 0 0 450 10:00 AM 0 0 0 0 4 34 158 123 40 7 1 0 0 0 0 0 0 367 11:00 AM 0 0 0 0 6 44 139 137 42 9 2 0 0 0 0 0 0 379 12:00 PM 0 0 0 1 3 36 150 142 38 11 3 0 0 0 0 0 0 384 1:00 PM 0 0 0 0 3 28 148 144 43 9 1 0 0 0 0 0 0 376 2:00 PM 0 0 2 0 6 39 141 134 45 8 2 1 0 0 0 0 0 378 3:00 PM 0 0 0 2 8 56 144 154 54 8 2 0 0 0 0 0 0 428 4:00 PM 0 1 1 1 6 35 157 175 57 13 2 0 0 0 0 0 0 448 5:00 PM 0 1 0 1 3 39 149 170 60 13 3 0 1 0 0 0 0 440 6:00 PM 0 0 0 0 5 48 152 134 35 7 2 1 0 0 0 0 0 384 7:00 PM 0 0 0 0 3 31 104 66 18 4 1 0 0 0 0 0 0 227 8:00 PM 0 0 0 0 3 20 64 51 17 3 1 0 0 0 0 0 0 159 9:00 PM 0 0 0 0 1 16 39 33 12 2 1 0 0 0 0 0 0 104 10:00 PM 0 0 0 0 1 8 29 14 7 2 1 0 0 0 0 0 0 62 11:00 PM 0 0 0 0 0 6 13 11 4 3 0 0 0 0 0 0 0 37 Total 0 2 3 5 72 655 2,452 2,412 773 167 39 5 2 0 0 0 0 6,587 Percent 0.0%0.0%0.0%0.1%1.1%9.9%37.2%36.6%11.7%2.5%0.6%0.1%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median)40.2 mph Mean (Average) Speed 40.4 mph 85th Percentile 45.0 mph 10 mph Pace 35.0 - 45.0 mph 95th Percentile 48.7 mph Percent in Pace 73.5 % Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph) Total Study Average Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 8 Location:DUVALL AVE N-O NE 10TH ST Date Range:10/27/2020 to 10/29/2020 Site Code:01 Southbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 3 8 7 12 5 1 1 0 0 0 0 0 0 37 1:00 AM 0 0 0 0 0 3 6 7 2 0 0 0 0 0 0 0 0 18 2:00 AM 0 0 0 0 0 3 6 6 3 1 1 0 0 0 0 0 0 20 3:00 AM 0 0 0 0 1 2 4 3 2 0 0 0 0 0 0 0 0 12 4:00 AM 0 0 0 0 1 3 5 5 2 0 0 0 0 0 0 0 0 16 5:00 AM 0 0 0 0 1 6 10 11 3 1 0 0 0 0 0 0 0 32 6:00 AM 0 0 0 0 0 9 25 20 9 4 2 0 0 0 0 0 0 69 7:00 AM 0 0 0 0 4 24 67 57 16 5 1 0 0 0 0 0 0 174 8:00 AM 0 0 0 2 5 24 82 96 35 7 1 0 0 0 0 0 0 252 9:00 AM 0 0 0 0 2 25 90 93 32 6 4 1 0 0 0 0 0 253 10:00 AM 0 0 1 1 4 40 103 101 38 4 1 1 0 0 0 0 0 294 11:00 AM 0 0 1 4 6 34 122 130 47 9 2 0 1 0 0 0 0 356 12:00 PM 0 0 1 3 7 37 148 155 54 13 3 0 0 0 0 0 0 421 1:00 PM 1 0 2 3 8 37 142 164 84 17 3 1 0 0 0 0 0 462 2:00 PM 0 1 1 3 9 42 180 227 89 15 3 1 0 0 0 0 0 571 3:00 PM 0 2 4 6 10 54 233 277 106 19 4 1 0 0 0 0 0 716 4:00 PM 2 6 3 7 17 83 292 324 93 18 3 0 1 0 0 0 0 849 5:00 PM 0 0 1 5 12 79 300 309 89 16 2 1 0 0 0 0 0 814 6:00 PM 0 0 0 3 14 95 250 215 58 10 3 2 0 0 0 0 0 650 7:00 PM 0 0 0 1 5 49 143 133 48 11 1 2 0 0 0 0 0 393 8:00 PM 0 0 0 0 4 25 90 102 38 11 4 1 0 0 0 0 0 275 9:00 PM 0 0 0 1 4 18 53 70 25 8 1 0 0 0 0 0 0 180 10:00 PM 0 0 0 0 2 13 40 35 15 4 1 0 0 0 0 0 0 110 11:00 PM 0 0 0 0 2 7 21 24 7 3 1 0 0 0 0 0 0 65 Total 3 9 14 39 121 720 2,419 2,576 900 183 42 11 2 0 0 0 0 7,039 Percent 0.0%0.1%0.2%0.6%1.7%10.2%34.4%36.6%12.8%2.6%0.6%0.2%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median)40.4 mph Mean (Average) Speed 40.3 mph 85th Percentile 45.3 mph 10 mph Pace 35.6 - 45.6 mph 95th Percentile 48.8 mph Percent in Pace 70.8 % Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph) Total Study Average Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 9 Location:NE 10TH ST W-O DUVALL AVE Date Range:10/27/2020 - 11/2/2020 Site Code:02 Time 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 2 3 5 1 3 4 0 3 3 ------------1 3 4 1:00 AM 0 0 0 0 0 0 1 1 2 ------------0 0 1 2:00 AM 0 2 2 0 1 1 1 0 1 ------------0 1 1 3:00 AM 0 0 0 1 1 2 1 0 1 ------------1 0 1 4:00 AM 2 0 2 2 1 3 3 0 3 ------------2 0 3 5:00 AM 5 4 9 9 4 13 3 4 7 ------------6 4 10 6:00 AM 7 3 10 9 3 12 14 4 18 ------------10 3 13 7:00 AM 19 15 34 25 15 40 20 14 34 ------------21 15 36 8:00 AM 27 15 42 24 18 42 25 17 42 ------------25 17 42 9:00 AM 28 20 48 24 17 41 30 27 57 ------------27 21 49 10:00 AM 17 20 37 17 22 39 16 15 31 ------------17 19 36 11:00 AM 18 29 47 26 31 57 22 22 44 ------------22 27 49 12:00 PM 25 25 50 34 23 57 22 29 51 ------------27 26 53 1:00 PM 26 29 55 16 36 52 19 21 40 ------------20 29 49 2:00 PM 26 43 69 24 34 58 25 37 62 ------------25 38 63 3:00 PM 23 46 69 34 51 85 38 50 88 ------------32 49 81 4:00 PM 25 41 66 38 58 96 20 60 80 ------------28 53 81 5:00 PM 26 52 78 29 47 76 21 43 64 ------------25 47 73 6:00 PM 14 40 54 24 56 80 18 50 68 ------------19 49 67 7:00 PM 11 18 29 15 35 50 12 25 37 ------------13 26 39 8:00 PM 9 20 29 11 23 34 11 20 31 ------------10 21 31 9:00 PM 5 15 20 5 11 16 15 18 33 ------------8 15 23 10:00 PM 3 8 11 4 13 17 6 11 17 ------------4 11 15 11:00 PM 5 1 6 6 3 9 4 6 10 ------------5 3 8 Total 323 449 772 378 506 884 347 477 824 ------------349 477 827 Percent 42%58%-43%57%-42%58%-------------42%58%- 1. Mid-week average includes data between Tuesday and Thursday. 11/2/202011/1/202010/31/202010/30/2020 Tuesday Wednesday Thursday 10/28/202010/27/2020 Mid-Week Average10/29/2020 Friday Saturday Sunday Monday Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 1 Location:NE 10TH ST W-O DUVALL AVE Count Direction:Eastbound / Westbound Date Range:10/27/2020 to 10/29/2020 Site Code:02 Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume Eastbound 19 66 240 466 223 29 5 0 0 0 0 0 0 0 0 0 0 1,048 Percent 1.8%6.3%22.9%44.5%21.3%2.8%0.5%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Westbound 23 80 383 682 236 21 6 0 1 0 0 0 0 0 0 0 0 1,432 Percent 1.6%5.6%26.7%47.6%16.5%1.5%0.4%0.0%0.1%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Total 42 146 623 1,148 459 50 11 0 1 0 0 0 0 0 0 0 0 2,480 Percent 1.7%5.9%25.1%46.3%18.5%2.0%0.4%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%100% Eastbound Eastbound 50th Percentile (Median)22.0 mph Mean (Average) Speed 21.8 mph 26.5 mph 10 mph Pace 17.4 - 27.4 mph 29.1 mph Percent in Pace 74.9 % Westbound Westbound 50th Percentile (Median)21.6 mph Mean (Average) Speed 21.4 mph 25.5 mph 10 mph Pace 17.2 - 27.2 mph 28.1 mph Percent in Pace 78.2 % Vehicle Speed Report Summary Study Total Speed Range (mph) Total Study Percentile Speed Summary Total Study Speed Statistics 85th Percentile 95th Percentile 85th Percentile 95th Percentile Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 1 Location:NE 10TH ST W-O DUVALL AVE Date Range:10/27/2020 to 10/29/2020 Site Code:02 Eastbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 5:00 AM 0 0 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 6:00 AM 0 0 2 3 2 0 0 0 0 0 0 0 0 0 0 0 0 7 7:00 AM 0 1 3 8 6 1 0 0 0 0 0 0 0 0 0 0 0 19 8:00 AM 0 1 6 12 7 1 0 0 0 0 0 0 0 0 0 0 0 27 9:00 AM 1 0 5 15 6 1 0 0 0 0 0 0 0 0 0 0 0 28 10:00 AM 0 2 3 6 4 2 0 0 0 0 0 0 0 0 0 0 0 17 11:00 AM 0 0 6 5 3 4 0 0 0 0 0 0 0 0 0 0 0 18 12:00 PM 0 1 3 13 6 1 1 0 0 0 0 0 0 0 0 0 0 25 1:00 PM 1 1 7 8 9 0 0 0 0 0 0 0 0 0 0 0 0 26 2:00 PM 1 1 4 15 5 0 0 0 0 0 0 0 0 0 0 0 0 26 3:00 PM 0 2 3 11 6 1 0 0 0 0 0 0 0 0 0 0 0 23 4:00 PM 1 4 0 13 6 1 0 0 0 0 0 0 0 0 0 0 0 25 5:00 PM 1 1 6 16 2 0 0 0 0 0 0 0 0 0 0 0 0 26 6:00 PM 0 1 3 6 4 0 0 0 0 0 0 0 0 0 0 0 0 14 7:00 PM 0 0 2 8 1 0 0 0 0 0 0 0 0 0 0 0 0 11 8:00 PM 0 0 2 4 2 0 1 0 0 0 0 0 0 0 0 0 0 9 9:00 PM 0 0 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 10:00 PM 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 11:00 PM 0 0 1 1 2 0 1 0 0 0 0 0 0 0 0 0 0 5 Total 5 15 57 156 75 12 3 0 0 0 0 0 0 0 0 0 0 323 Percent 1.5%4.6%17.6%48.3%23.2%3.7%0.9%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)22.9 mph Mean (Average) Speed 22.6 mph 85th Percentile 27.1 mph 10 mph Pace mph 95th Percentile 29.9 mph Percent in Pace 76.8 % Tuesday, October 27, 2020 Speed Range (mph) 18.0 - 28.0 Speed StatisticsDaily Percentile Speed Summary Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 2 Location:NE 10TH ST W-O DUVALL AVE Date Range:10/27/2020 to 10/29/2020 Site Code:02 Westbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 1 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 4 6:00 AM 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 3 7:00 AM 0 2 3 6 3 1 0 0 0 0 0 0 0 0 0 0 0 15 8:00 AM 0 0 4 8 3 0 0 0 0 0 0 0 0 0 0 0 0 15 9:00 AM 0 1 6 9 2 2 0 0 0 0 0 0 0 0 0 0 0 20 10:00 AM 0 1 4 11 3 1 0 0 0 0 0 0 0 0 0 0 0 20 11:00 AM 0 1 8 18 1 1 0 0 0 0 0 0 0 0 0 0 0 29 12:00 PM 0 1 8 9 7 0 0 0 0 0 0 0 0 0 0 0 0 25 1:00 PM 0 2 5 15 7 0 0 0 0 0 0 0 0 0 0 0 0 29 2:00 PM 0 1 17 18 7 0 0 0 0 0 0 0 0 0 0 0 0 43 3:00 PM 2 1 8 23 11 1 0 0 0 0 0 0 0 0 0 0 0 46 4:00 PM 0 2 12 22 5 0 0 0 0 0 0 0 0 0 0 0 0 41 5:00 PM 0 2 12 27 11 0 0 0 0 0 0 0 0 0 0 0 0 52 6:00 PM 1 3 13 17 6 0 0 0 0 0 0 0 0 0 0 0 0 40 7:00 PM 1 1 5 10 1 0 0 0 0 0 0 0 0 0 0 0 0 18 8:00 PM 0 0 3 9 8 0 0 0 0 0 0 0 0 0 0 0 0 20 9:00 PM 0 1 3 9 2 0 0 0 0 0 0 0 0 0 0 0 0 15 10:00 PM 0 1 3 2 1 0 0 0 1 0 0 0 0 0 0 0 0 8 11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 5 20 119 215 81 7 1 0 1 0 0 0 0 0 0 0 0 449 Percent 1.1%4.5%26.5%47.9%18.0%1.6%0.2%0.0%0.2%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)21.8 mph Mean (Average) Speed 21.7 mph 85th Percentile 25.7 mph 10 mph Pace mph 95th Percentile 28.5 mph Percent in Pace 78.62 % 16.8 - 26.8 Tuesday, October 27, 2020 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 3 Location:NE 10TH ST W-O DUVALL AVE Date Range:10/27/2020 to 10/29/2020 Site Code:02 Eastbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 5:00 AM 0 0 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 9 6:00 AM 0 0 3 3 3 0 0 0 0 0 0 0 0 0 0 0 0 9 7:00 AM 0 2 3 12 8 0 0 0 0 0 0 0 0 0 0 0 0 25 8:00 AM 0 3 5 8 7 1 0 0 0 0 0 0 0 0 0 0 0 24 9:00 AM 1 3 7 9 4 0 0 0 0 0 0 0 0 0 0 0 0 24 10:00 AM 0 1 6 6 4 0 0 0 0 0 0 0 0 0 0 0 0 17 11:00 AM 0 1 9 10 6 0 0 0 0 0 0 0 0 0 0 0 0 26 12:00 PM 1 2 6 16 7 2 0 0 0 0 0 0 0 0 0 0 0 34 1:00 PM 1 1 3 9 2 0 0 0 0 0 0 0 0 0 0 0 0 16 2:00 PM 1 1 6 7 8 1 0 0 0 0 0 0 0 0 0 0 0 24 3:00 PM 0 2 9 15 7 0 1 0 0 0 0 0 0 0 0 0 0 34 4:00 PM 0 3 8 19 8 0 0 0 0 0 0 0 0 0 0 0 0 38 5:00 PM 0 4 9 11 3 2 0 0 0 0 0 0 0 0 0 0 0 29 6:00 PM 1 1 4 15 2 1 0 0 0 0 0 0 0 0 0 0 0 24 7:00 PM 0 2 4 6 2 1 0 0 0 0 0 0 0 0 0 0 0 15 8:00 PM 1 2 1 4 3 0 0 0 0 0 0 0 0 0 0 0 0 11 9:00 PM 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0 0 0 5 10:00 PM 0 2 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 4 11:00 PM 0 0 2 2 1 1 0 0 0 0 0 0 0 0 0 0 0 6 Total 6 30 90 159 82 10 1 0 0 0 0 0 0 0 0 0 0 378 Percent 1.6%7.9%23.8%42.1%21.7%2.6%0.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)21.9 mph Mean (Average) Speed 21.6 mph 85th Percentile 26.4 mph 10 mph Pace mph 95th Percentile 28.9 mph Percent in Pace 74.3 % Wednesday, October 28, 2020 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics 17.1 - 27.1 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 4 Location:NE 10TH ST W-O DUVALL AVE Date Range:10/27/2020 to 10/29/2020 Site Code:02 Westbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 4 6:00 AM 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 3 7:00 AM 0 3 5 6 1 0 0 0 0 0 0 0 0 0 0 0 0 15 8:00 AM 2 2 5 8 1 0 0 0 0 0 0 0 0 0 0 0 0 18 9:00 AM 0 0 5 8 3 0 1 0 0 0 0 0 0 0 0 0 0 17 10:00 AM 0 0 9 9 4 0 0 0 0 0 0 0 0 0 0 0 0 22 11:00 AM 1 1 11 11 6 1 0 0 0 0 0 0 0 0 0 0 0 31 12:00 PM 1 1 4 15 1 1 0 0 0 0 0 0 0 0 0 0 0 23 1:00 PM 0 4 5 18 8 0 1 0 0 0 0 0 0 0 0 0 0 36 2:00 PM 0 3 7 16 7 0 1 0 0 0 0 0 0 0 0 0 0 34 3:00 PM 0 5 13 25 8 0 0 0 0 0 0 0 0 0 0 0 0 51 4:00 PM 0 2 8 34 12 2 0 0 0 0 0 0 0 0 0 0 0 58 5:00 PM 0 3 11 25 7 1 0 0 0 0 0 0 0 0 0 0 0 47 6:00 PM 3 6 26 16 5 0 0 0 0 0 0 0 0 0 0 0 0 56 7:00 PM 0 3 7 22 3 0 0 0 0 0 0 0 0 0 0 0 0 35 8:00 PM 1 0 8 12 2 0 0 0 0 0 0 0 0 0 0 0 0 23 9:00 PM 0 0 8 3 0 0 0 0 0 0 0 0 0 0 0 0 0 11 10:00 PM 1 1 4 5 2 0 0 0 0 0 0 0 0 0 0 0 0 13 11:00 PM 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Total 9 36 140 238 72 8 3 0 0 0 0 0 0 0 0 0 0 506 Percent 1.8%7.1%27.7%47.0%14.2%1.6%0.6%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)21.4 mph Mean (Average) Speed 21.1 mph 85th Percentile 25.3 mph 10 mph Pace mph 95th Percentile 27.9 mph Percent in Pace 77.87 % Wednesday, October 28, 2020 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics 17.2 - 27.2 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 5 Location:NE 10TH ST W-O DUVALL AVE Date Range:10/27/2020 to 10/29/2020 Site Code:02 Eastbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 5:00 AM 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 6:00 AM 0 0 8 2 4 0 0 0 0 0 0 0 0 0 0 0 0 14 7:00 AM 0 1 6 8 5 0 0 0 0 0 0 0 0 0 0 0 0 20 8:00 AM 0 2 7 12 4 0 0 0 0 0 0 0 0 0 0 0 0 25 9:00 AM 3 4 3 16 3 1 0 0 0 0 0 0 0 0 0 0 0 30 10:00 AM 1 2 2 6 4 1 0 0 0 0 0 0 0 0 0 0 0 16 11:00 AM 0 2 7 12 1 0 0 0 0 0 0 0 0 0 0 0 0 22 12:00 PM 1 2 7 9 3 0 0 0 0 0 0 0 0 0 0 0 0 22 1:00 PM 1 0 9 8 1 0 0 0 0 0 0 0 0 0 0 0 0 19 2:00 PM 0 0 8 15 2 0 0 0 0 0 0 0 0 0 0 0 0 25 3:00 PM 0 3 10 13 11 1 0 0 0 0 0 0 0 0 0 0 0 38 4:00 PM 1 1 4 4 8 2 0 0 0 0 0 0 0 0 0 0 0 20 5:00 PM 0 0 7 12 2 0 0 0 0 0 0 0 0 0 0 0 0 21 6:00 PM 0 1 3 11 3 0 0 0 0 0 0 0 0 0 0 0 0 18 7:00 PM 1 0 3 5 3 0 0 0 0 0 0 0 0 0 0 0 0 12 8:00 PM 0 1 2 5 1 2 0 0 0 0 0 0 0 0 0 0 0 11 9:00 PM 0 1 3 8 3 0 0 0 0 0 0 0 0 0 0 0 0 15 10:00 PM 0 1 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 6 11:00 PM 0 0 0 0 3 0 1 0 0 0 0 0 0 0 0 0 0 4 Total 8 21 93 151 66 7 1 0 0 0 0 0 0 0 0 0 0 347 Percent 2.3%6.1%26.8%43.5%19.0%2.0%0.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)21.5 mph Mean (Average) Speed 21.4 mph 85th Percentile 26.0 mph 10 mph Pace mph 95th Percentile 28.7 mph Percent in Pace 77.0 % Daily Percentile Speed Summary Speed Statistics 16.9 - 26.9 Thursday, October 29, 2020 Speed Range (mph) Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 6 Location:NE 10TH ST W-O DUVALL AVE Date Range:10/27/2020 to 10/29/2020 Site Code:02 Westbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 1 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 4 6:00 AM 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 7:00 AM 0 2 5 6 1 0 0 0 0 0 0 0 0 0 0 0 0 14 8:00 AM 1 1 8 6 1 0 0 0 0 0 0 0 0 0 0 0 0 17 9:00 AM 2 2 10 9 4 0 0 0 0 0 0 0 0 0 0 0 0 27 10:00 AM 1 2 6 5 1 0 0 0 0 0 0 0 0 0 0 0 0 15 11:00 AM 0 2 5 12 3 0 0 0 0 0 0 0 0 0 0 0 0 22 12:00 PM 0 0 6 17 6 0 0 0 0 0 0 0 0 0 0 0 0 29 1:00 PM 2 0 7 9 3 0 0 0 0 0 0 0 0 0 0 0 0 21 2:00 PM 0 0 7 23 6 0 1 0 0 0 0 0 0 0 0 0 0 37 3:00 PM 1 1 8 26 12 1 1 0 0 0 0 0 0 0 0 0 0 50 4:00 PM 0 3 13 30 13 1 0 0 0 0 0 0 0 0 0 0 0 60 5:00 PM 1 2 11 23 5 1 0 0 0 0 0 0 0 0 0 0 0 43 6:00 PM 0 0 16 26 8 0 0 0 0 0 0 0 0 0 0 0 0 50 7:00 PM 0 2 5 17 0 1 0 0 0 0 0 0 0 0 0 0 0 25 8:00 PM 1 2 1 8 8 0 0 0 0 0 0 0 0 0 0 0 0 20 9:00 PM 0 2 4 6 6 0 0 0 0 0 0 0 0 0 0 0 0 18 10:00 PM 0 0 6 2 2 1 0 0 0 0 0 0 0 0 0 0 0 11 11:00 PM 0 1 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 6 Total 9 24 124 229 83 6 2 0 0 0 0 0 0 0 0 0 0 477 Percent 1.9%5.0%26.0%48.0%17.4%1.3%0.4%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)21.6 mph Mean (Average) Speed 21.4 mph 85th Percentile 25.5 mph 10 mph Pace mph 95th Percentile 27.6 mph Percent in Pace 80.08 % Speed Range (mph) Thursday, October 29, 2020 Daily Percentile Speed Summary Speed Statistics 17.7 - 27.7 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 7 Location:NE 10TH ST W-O DUVALL AVE Date Range:10/27/2020 to 10/29/2020 Site Code:02 Eastbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 5:00 AM 0 0 1 3 1 0 0 0 0 0 0 0 0 0 0 0 0 5 6:00 AM 0 0 4 3 3 0 0 0 0 0 0 0 0 0 0 0 0 10 7:00 AM 0 1 4 9 6 0 0 0 0 0 0 0 0 0 0 0 0 20 8:00 AM 0 2 6 11 6 1 0 0 0 0 0 0 0 0 0 0 0 26 9:00 AM 2 2 5 13 4 1 0 0 0 0 0 0 0 0 0 0 0 27 10:00 AM 0 2 4 6 4 1 0 0 0 0 0 0 0 0 0 0 0 17 11:00 AM 0 1 7 9 3 1 0 0 0 0 0 0 0 0 0 0 0 21 12:00 PM 1 2 5 13 5 1 0 0 0 0 0 0 0 0 0 0 0 27 1:00 PM 1 1 6 8 4 0 0 0 0 0 0 0 0 0 0 0 0 20 2:00 PM 1 1 6 12 5 0 0 0 0 0 0 0 0 0 0 0 0 25 3:00 PM 0 2 7 13 8 1 0 0 0 0 0 0 0 0 0 0 0 31 4:00 PM 1 3 4 12 7 1 0 0 0 0 0 0 0 0 0 0 0 28 5:00 PM 0 2 7 13 2 1 0 0 0 0 0 0 0 0 0 0 0 25 6:00 PM 0 1 3 11 3 0 0 0 0 0 0 0 0 0 0 0 0 18 7:00 PM 0 1 3 6 2 0 0 0 0 0 0 0 0 0 0 0 0 12 8:00 PM 0 1 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 10 9:00 PM 0 0 2 4 2 0 0 0 0 0 0 0 0 0 0 0 0 8 10:00 PM 0 1 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 5 11:00 PM 0 0 1 1 2 0 1 0 0 0 0 0 0 0 0 0 0 5 Total 6 23 78 153 72 9 1 0 0 0 0 0 0 0 0 0 0 342 Percent 1.8%6.7%22.8%44.7%21.1%2.6%0.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median)22.0 mph Mean (Average) Speed 21.8 mph 85th Percentile 26.5 mph 10 mph Pace 17.4 - 27.4 mph 95th Percentile 29.1 mph Percent in Pace 74.9 % Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph) Total Study Average Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 8 Location:NE 10TH ST W-O DUVALL AVE Date Range:10/27/2020 to 10/29/2020 Site Code:02 Westbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 3 6:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7:00 AM 0 2 4 6 2 0 0 0 0 0 0 0 0 0 0 0 0 14 8:00 AM 1 1 6 7 2 0 0 0 0 0 0 0 0 0 0 0 0 17 9:00 AM 1 1 7 9 3 1 0 0 0 0 0 0 0 0 0 0 0 22 10:00 AM 0 1 6 8 3 0 0 0 0 0 0 0 0 0 0 0 0 18 11:00 AM 0 1 8 14 3 1 0 0 0 0 0 0 0 0 0 0 0 27 12:00 PM 0 1 6 14 5 0 0 0 0 0 0 0 0 0 0 0 0 26 1:00 PM 1 2 6 14 6 0 0 0 0 0 0 0 0 0 0 0 0 29 2:00 PM 0 1 10 19 7 0 1 0 0 0 0 0 0 0 0 0 0 38 3:00 PM 1 2 10 25 10 1 0 0 0 0 0 0 0 0 0 0 0 49 4:00 PM 0 2 11 29 10 1 0 0 0 0 0 0 0 0 0 0 0 53 5:00 PM 0 2 11 25 8 1 0 0 0 0 0 0 0 0 0 0 0 47 6:00 PM 1 3 18 20 6 0 0 0 0 0 0 0 0 0 0 0 0 48 7:00 PM 0 2 6 16 1 0 0 0 0 0 0 0 0 0 0 0 0 25 8:00 PM 1 1 4 10 6 0 0 0 0 0 0 0 0 0 0 0 0 22 9:00 PM 0 1 5 6 3 0 0 0 0 0 0 0 0 0 0 0 0 15 10:00 PM 0 1 4 3 2 0 0 0 0 0 0 0 0 0 0 0 0 10 11:00 PM 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 3 Total 6 25 126 228 80 6 1 0 0 0 0 0 0 0 0 0 0 472 Percent 1.3%5.3%26.7%48.3%16.9%1.3%0.2%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median)21.6 mph Mean (Average) Speed 21.4 mph 85th Percentile 25.5 mph 10 mph Pace 17.2 - 27.2 mph 95th Percentile 28.1 mph Percent in Pace 78.2 % Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph) Total Study Average Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 9 Location:DUVALL AVE S-O NE 10TH ST Date Range:10/27/2020 - 11/2/2020 Site Code:03 Time NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 20 33 53 25 32 57 18 45 63 ------------21 37 58 1:00 AM 18 16 34 13 14 27 27 24 51 ------------19 18 37 2:00 AM 10 17 27 14 24 38 8 20 28 ------------11 20 31 3:00 AM 21 9 30 18 10 28 19 17 36 ------------19 12 31 4:00 AM 63 20 83 55 12 67 57 16 73 ------------58 16 74 5:00 AM 174 32 206 181 33 214 188 34 222 ------------181 33 214 6:00 AM 396 61 457 444 74 518 382 74 456 ------------407 70 477 7:00 AM 645 174 819 585 164 749 626 168 794 ------------619 169 787 8:00 AM 621 237 858 593 233 826 562 275 837 ------------592 248 840 9:00 AM 455 251 706 444 229 673 403 273 676 ------------434 251 685 10:00 AM 347 296 643 361 299 660 378 272 650 ------------362 289 651 11:00 AM 379 332 711 405 383 788 364 349 713 ------------383 355 737 12:00 PM 404 396 800 375 454 829 370 426 796 ------------383 425 808 1:00 PM 359 446 805 416 469 885 382 471 853 ------------386 462 848 2:00 PM 340 558 898 408 567 975 375 544 919 ------------374 556 931 3:00 PM 411 674 1,085 427 713 1,140 449 732 1,181 ------------429 706 1,135 4:00 PM 445 844 1,289 436 835 1,271 469 817 1,286 ------------450 832 1,282 5:00 PM 432 790 1,222 441 811 1,252 453 808 1,261 ------------442 803 1,245 6:00 PM 372 604 976 393 655 1,048 396 649 1,045 ------------387 636 1,023 7:00 PM 217 374 591 244 412 656 244 380 624 ------------235 389 624 8:00 PM 143 251 394 175 287 462 166 268 434 ------------161 269 430 9:00 PM 113 167 280 99 187 286 97 164 261 ------------103 173 276 10:00 PM 67 116 183 66 96 162 67 120 187 ------------67 111 177 11:00 PM 35 67 102 24 58 82 44 62 106 ------------34 62 97 Total 6,487 6,765 13,252 6,642 7,051 13,693 6,544 7,008 13,552 ------------6,558 6,941 13,499 Percent 49%51%-49%51%-48%52%-------------49%51%- 1. Mid-week average includes data between Tuesday and Thursday. 11/2/202011/1/202010/31/202010/30/2020 Tuesday Wednesday Thursday 10/28/202010/27/2020 Mid-Week Average10/29/2020 Friday Saturday Sunday Monday Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 1 Location:DUVALL AVE S-O NE 10TH ST Count Direction:Northbound / Southbound Date Range:10/27/2020 to 10/29/2020 Site Code:03 Total 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume Northbound 1 6 14 46 201 971 4,548 8,053 4,345 1,160 254 59 9 3 1 0 2 19,673 Percent 0.0%0.0%0.1%0.2%1.0%4.9%23.1%40.9%22.1%5.9%1.3%0.3%0.0%0.0%0.0%0.0%0.0%100% Southbound 7 4 11 15 115 967 5,250 8,963 4,318 898 186 65 12 6 4 1 2 20,824 Percent 0.0%0.0%0.1%0.1%0.6%4.6%25.2%43.0%20.7%4.3%0.9%0.3%0.1%0.0%0.0%0.0%0.0%100% Total 8 10 25 61 316 1,938 9,798 17,016 8,663 2,058 440 124 21 9 5 1 4 40,497 Percent 0.0%0.0%0.1%0.2%0.8%4.8%24.2%42.0%21.4%5.1%1.1%0.3%0.1%0.0%0.0%0.0%0.0%100% Northbound Northbound 50th Percentile (Median)42.5 mph Mean (Average) Speed 42.6 mph 47.6 mph 10 mph Pace 37.4 - 47.4 mph 51.3 mph Percent in Pace 69.9 % Southbound Southbound 50th Percentile (Median)42.2 mph Mean (Average) Speed 42.3 mph 47.0 mph 10 mph Pace 37.2 - 47.2 mph 50.3 mph Percent in Pace 73.4 % Vehicle Speed Report Summary Study Total Speed Range (mph) Total Study Percentile Speed Summary Total Study Speed Statistics 85th Percentile 95th Percentile 85th Percentile 95th Percentile Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 1 Location:DUVALL AVE S-O NE 10TH ST Date Range:10/27/2020 to 10/29/2020 Site Code:03 Northbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 1 2 11 4 2 0 0 0 0 0 0 0 0 20 1:00 AM 0 0 0 0 0 2 5 5 4 1 0 0 0 0 0 0 1 18 2:00 AM 0 0 0 0 0 1 4 4 0 1 0 0 0 0 0 0 0 10 3:00 AM 0 0 0 0 0 0 6 5 5 1 4 0 0 0 0 0 0 21 4:00 AM 0 0 0 0 1 4 16 20 16 6 0 0 0 0 0 0 0 63 5:00 AM 0 0 0 0 0 5 26 67 49 19 7 1 0 0 0 0 0 174 6:00 AM 0 0 0 0 0 7 74 169 101 35 7 2 0 1 0 0 0 396 7:00 AM 0 0 2 2 3 15 156 289 144 27 6 1 0 0 0 0 0 645 8:00 AM 0 0 0 1 7 27 109 264 156 46 10 0 1 0 0 0 0 621 9:00 AM 0 0 0 0 2 16 106 193 112 19 4 2 1 0 0 0 0 455 10:00 AM 0 0 0 0 3 15 88 164 63 9 4 1 0 0 0 0 0 347 11:00 AM 1 0 0 1 7 26 108 148 66 18 3 0 0 1 0 0 0 379 12:00 PM 0 0 1 0 1 24 132 144 78 21 2 1 0 0 0 0 0 404 1:00 PM 0 0 0 1 1 21 97 153 58 24 4 0 0 0 0 0 0 359 2:00 PM 0 0 4 1 10 32 125 117 42 5 3 1 0 0 0 0 0 340 3:00 PM 0 0 0 3 9 36 124 177 48 12 2 0 0 0 0 0 0 411 4:00 PM 0 1 0 10 10 44 117 171 73 17 1 1 0 0 0 0 0 445 5:00 PM 0 1 0 2 4 17 97 189 94 23 4 1 0 0 0 0 0 432 6:00 PM 0 0 0 0 3 24 93 169 67 11 5 0 0 0 0 0 0 372 7:00 PM 0 0 0 1 2 17 70 78 42 7 0 0 0 0 0 0 0 217 8:00 PM 0 0 0 1 0 13 50 43 29 5 1 1 0 0 0 0 0 143 9:00 PM 0 0 0 0 1 9 35 40 19 7 2 0 0 0 0 0 0 113 10:00 PM 0 0 0 0 1 4 20 26 9 5 1 1 0 0 0 0 0 67 11:00 PM 0 0 0 1 0 2 11 8 9 3 1 0 0 0 0 0 0 35 Total 1 2 7 24 66 363 1,680 2,647 1,286 322 71 13 2 2 0 0 1 6,487 Percent 0.0%0.0%0.1%0.4%1.0%5.6%25.9%40.8%19.8%5.0%1.1%0.2%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)42.1 mph Mean (Average) Speed 42.1 mph 85th Percentile 47.2 mph 10 mph Pace mph 95th Percentile 50.7 mph Percent in Pace 70.6 % Tuesday, October 27, 2020 Speed Range (mph) 37.1 - 47.1 Speed StatisticsDaily Percentile Speed Summary Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 2 Location:DUVALL AVE S-O NE 10TH ST Date Range:10/27/2020 to 10/29/2020 Site Code:03 Southbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 3 3 7 9 9 2 0 0 0 0 0 0 0 33 1:00 AM 0 0 0 0 0 1 7 5 2 0 1 0 0 0 0 0 0 16 2:00 AM 0 0 0 0 0 0 7 3 4 2 1 0 0 0 0 0 0 17 3:00 AM 0 0 0 0 1 0 1 2 5 0 0 0 0 0 0 0 0 9 4:00 AM 0 0 0 0 1 1 7 7 3 1 0 0 0 0 0 0 0 20 5:00 AM 0 1 0 0 0 1 6 18 5 1 0 0 0 0 0 0 0 32 6:00 AM 0 0 0 0 0 2 19 21 14 3 2 0 0 0 0 0 0 61 7:00 AM 1 0 0 0 0 12 51 74 21 12 2 1 0 0 0 0 0 174 8:00 AM 0 0 0 0 1 6 59 93 58 18 2 0 0 0 0 0 0 237 9:00 AM 0 0 0 1 1 11 74 91 53 12 6 2 0 0 0 0 0 251 10:00 AM 1 0 0 0 1 12 92 111 62 16 0 1 0 0 0 0 0 296 11:00 AM 0 0 0 0 2 25 83 131 67 16 4 3 0 1 0 0 0 332 12:00 PM 0 0 0 0 3 26 100 151 91 21 3 1 0 0 0 0 0 396 1:00 PM 0 0 0 0 1 26 82 176 128 19 8 6 0 0 0 0 0 446 2:00 PM 0 0 0 1 2 17 144 238 128 25 2 0 1 0 0 0 0 558 3:00 PM 0 0 1 1 1 29 149 329 132 25 7 0 0 0 0 0 0 674 4:00 PM 0 0 2 2 5 37 205 370 191 28 2 1 1 0 0 0 0 844 5:00 PM 0 0 3 2 7 25 194 388 141 28 1 1 0 0 0 0 0 790 6:00 PM 0 1 0 0 4 40 178 270 85 18 7 1 0 0 0 0 0 604 7:00 PM 0 0 0 0 2 27 92 162 67 17 4 0 1 1 1 0 0 374 8:00 PM 0 0 0 0 3 13 60 106 52 12 2 1 0 2 0 0 0 251 9:00 PM 0 0 0 0 1 9 42 58 40 13 4 0 0 0 0 0 0 167 10:00 PM 0 0 0 0 0 7 36 44 23 3 2 1 0 0 0 0 0 116 11:00 PM 0 0 0 0 0 7 19 24 12 2 2 1 0 0 0 0 0 67 Total 2 2 6 7 39 337 1,714 2,881 1,393 294 62 20 3 4 1 0 0 6,765 Percent 0.0%0.0%0.1%0.1%0.6%5.0%25.3%42.6%20.6%4.3%0.9%0.3%0.0%0.1%0.0%0.0%0.0% 50th Percentile (Median)42.2 mph Mean (Average) Speed 42.3 mph 85th Percentile 47.0 mph 10 mph Pace mph 95th Percentile 50.3 mph Percent in Pace 72.98 % 37.2 - 47.2 Tuesday, October 27, 2020 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 3 Location:DUVALL AVE S-O NE 10TH ST Date Range:10/27/2020 to 10/29/2020 Site Code:03 Northbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 1 1 5 9 6 1 1 0 0 1 0 0 0 25 1:00 AM 0 0 0 0 0 0 4 5 2 1 1 0 0 0 0 0 0 13 2:00 AM 0 0 0 1 0 1 0 9 2 1 0 0 0 0 0 0 0 14 3:00 AM 0 0 0 0 0 2 5 2 5 2 0 2 0 0 0 0 0 18 4:00 AM 0 0 0 1 0 6 12 17 11 8 0 0 0 0 0 0 0 55 5:00 AM 0 0 0 0 0 2 29 75 46 20 7 1 1 0 0 0 0 181 6:00 AM 0 0 0 0 0 12 56 178 149 37 8 3 1 0 0 0 0 444 7:00 AM 0 0 0 0 1 14 88 249 177 47 8 1 0 0 0 0 0 585 8:00 AM 0 0 0 2 6 18 77 279 158 40 11 1 1 0 0 0 0 593 9:00 AM 0 0 0 0 1 11 77 180 139 32 4 0 0 0 0 0 0 444 10:00 AM 0 0 0 2 3 15 97 135 85 21 2 1 0 0 0 0 0 361 11:00 AM 0 0 0 0 5 23 104 170 74 24 2 2 0 0 1 0 0 405 12:00 PM 0 0 0 1 1 17 72 175 82 18 7 2 0 0 0 0 0 375 1:00 PM 0 0 2 0 5 27 118 165 76 20 3 0 0 0 0 0 0 416 2:00 PM 0 0 0 0 3 17 90 186 88 19 4 1 0 0 0 0 0 408 3:00 PM 0 0 1 1 2 20 103 185 94 13 8 0 0 0 0 0 0 427 4:00 PM 0 0 1 0 5 23 118 173 96 18 2 0 0 0 0 0 0 436 5:00 PM 0 0 0 3 8 19 97 197 92 18 5 2 0 0 0 0 0 441 6:00 PM 0 0 0 0 5 27 107 162 69 18 2 3 0 0 0 0 0 393 7:00 PM 0 0 0 0 3 19 77 92 43 8 2 0 0 0 0 0 0 244 8:00 PM 0 0 0 1 1 23 48 53 37 10 2 0 0 0 0 0 0 175 9:00 PM 0 0 0 0 0 5 29 41 15 8 1 0 0 0 0 0 0 99 10:00 PM 0 0 0 0 0 5 23 23 9 4 1 1 0 0 0 0 0 66 11:00 PM 0 0 0 0 0 0 6 8 7 3 0 0 0 0 0 0 0 24 Total 0 0 4 12 50 307 1,442 2,768 1,562 391 81 20 3 1 1 0 0 6,642 Percent 0.0%0.0%0.1%0.2%0.8%4.6%21.7%41.7%23.5%5.9%1.2%0.3%0.0%0.0%0.0%0.0%0.0% 50th Percentile (Median)42.8 mph Mean (Average) Speed 42.8 mph 85th Percentile 47.7 mph 10 mph Pace mph 95th Percentile 51.1 mph Percent in Pace 70.7 % Wednesday, October 28, 2020 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics 37.6 - 47.6 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 4 Location:DUVALL AVE S-O NE 10TH ST Date Range:10/27/2020 to 10/29/2020 Site Code:03 Southbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 1 0 0 0 4 8 10 7 0 2 0 0 0 0 0 0 32 1:00 AM 0 0 0 0 0 0 5 6 3 0 0 0 0 0 0 0 0 14 2:00 AM 0 0 0 0 0 2 8 7 4 2 0 0 0 0 1 0 0 24 3:00 AM 0 0 0 0 0 0 4 4 2 0 0 0 0 0 0 0 0 10 4:00 AM 0 0 0 0 0 2 3 3 4 0 0 0 0 0 0 0 0 12 5:00 AM 0 0 0 0 0 3 12 12 5 0 1 0 0 0 0 0 0 33 6:00 AM 0 0 0 0 0 3 24 26 11 6 2 2 0 0 0 0 0 74 7:00 AM 0 0 0 0 1 8 55 58 36 5 1 0 0 0 0 0 0 164 8:00 AM 1 0 0 0 1 6 59 107 48 7 4 0 0 0 0 0 0 233 9:00 AM 0 0 0 0 1 14 48 109 41 10 4 2 0 0 0 0 0 229 10:00 AM 0 0 0 0 3 13 78 133 60 10 0 1 1 0 0 0 0 299 11:00 AM 0 0 0 1 4 20 97 159 82 17 2 0 1 0 0 0 0 383 12:00 PM 0 1 0 0 2 17 110 205 91 20 6 2 0 0 0 0 0 454 1:00 PM 2 0 0 0 4 23 113 170 115 30 6 5 1 0 0 0 0 469 2:00 PM 0 0 1 0 1 18 96 253 159 34 3 2 0 0 0 0 0 567 3:00 PM 0 0 1 0 3 18 135 327 188 35 5 1 0 0 0 0 0 713 4:00 PM 1 0 1 1 7 42 201 401 155 21 3 2 0 0 0 0 0 835 5:00 PM 0 0 1 2 7 25 205 382 157 26 5 1 0 0 0 0 0 811 6:00 PM 0 0 0 1 3 32 193 312 98 13 3 0 0 0 0 0 0 655 7:00 PM 0 0 0 0 1 20 119 167 79 15 4 5 0 2 0 0 0 412 8:00 PM 1 0 0 0 1 15 70 128 50 13 6 2 1 0 0 0 0 287 9:00 PM 0 0 0 0 2 8 43 73 45 14 2 0 0 0 0 0 0 187 10:00 PM 0 0 0 0 1 6 28 30 23 7 1 0 0 0 0 0 0 96 11:00 PM 0 0 0 0 0 3 17 21 12 3 1 1 0 0 0 0 0 58 Total 5 2 4 5 42 302 1,731 3,103 1,475 288 61 26 4 2 1 0 0 7,051 Percent 0.1%0.0%0.1%0.1%0.6%4.3%24.5%44.0%20.9%4.1%0.9%0.4%0.1%0.0%0.0%0.0%0.0% 50th Percentile (Median)42.3 mph Mean (Average) Speed 42.4 mph 85th Percentile 47.0 mph 10 mph Pace mph 95th Percentile 50.2 mph Percent in Pace 73.98 % Wednesday, October 28, 2020 Speed Range (mph) Daily Percentile Speed Summary Speed Statistics 37.2 - 47.2 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 5 Location:DUVALL AVE S-O NE 10TH ST Date Range:10/27/2020 to 10/29/2020 Site Code:03 Northbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 0 1 6 3 2 4 0 1 0 0 0 0 1 18 1:00 AM 0 0 0 0 1 2 10 10 2 2 0 0 0 0 0 0 0 27 2:00 AM 0 0 0 0 1 0 2 2 2 1 0 0 0 0 0 0 0 8 3:00 AM 0 0 0 0 0 1 6 7 1 3 1 0 0 0 0 0 0 19 4:00 AM 0 0 0 0 0 4 11 15 18 5 3 1 0 0 0 0 0 57 5:00 AM 0 0 0 0 0 6 18 73 56 28 7 0 0 0 0 0 0 188 6:00 AM 0 0 0 0 1 8 54 148 112 43 12 2 2 0 0 0 0 382 7:00 AM 0 0 0 2 4 15 107 269 167 47 12 3 0 0 0 0 0 626 8:00 AM 0 0 0 0 4 12 91 235 167 39 10 4 0 0 0 0 0 562 9:00 AM 0 1 0 0 0 11 65 162 113 36 9 4 2 0 0 0 0 403 10:00 AM 0 0 0 1 5 12 90 157 92 19 1 1 0 0 0 0 0 378 11:00 AM 0 0 0 0 2 14 90 147 86 20 4 1 0 0 0 0 0 364 12:00 PM 0 0 1 2 6 14 88 152 76 25 6 0 0 0 0 0 0 370 1:00 PM 0 1 0 0 6 26 95 159 68 21 3 3 0 0 0 0 0 382 2:00 PM 0 0 0 0 1 16 102 153 77 23 3 0 0 0 0 0 0 375 3:00 PM 0 1 0 0 3 26 108 179 97 30 4 1 0 0 0 0 0 449 4:00 PM 0 0 0 1 7 31 101 200 93 30 6 0 0 0 0 0 0 469 5:00 PM 0 1 0 0 7 14 95 199 98 31 7 1 0 0 0 0 0 453 6:00 PM 0 0 0 1 14 32 93 167 69 16 3 1 0 0 0 0 0 396 7:00 PM 0 0 1 2 22 32 80 71 29 5 2 0 0 0 0 0 0 244 8:00 PM 0 0 0 1 1 14 47 64 34 3 1 1 0 0 0 0 0 166 9:00 PM 0 0 0 0 0 5 36 30 18 4 2 2 0 0 0 0 0 97 10:00 PM 0 0 0 0 0 5 18 22 13 7 2 0 0 0 0 0 0 67 11:00 PM 0 0 1 0 0 0 13 14 7 5 4 0 0 0 0 0 0 44 Total 0 4 3 10 85 301 1,426 2,638 1,497 447 102 26 4 0 0 0 1 6,544 Percent 0.0%0.1%0.0%0.2%1.3%4.6%21.8%40.3%22.9%6.8%1.6%0.4%0.1%0.0%0.0%0.0%0.0% 50th Percentile (Median)42.7 mph Mean (Average) Speed 42.9 mph 85th Percentile 48.1 mph 10 mph Pace mph 95th Percentile 52.1 mph Percent in Pace 68.8 % Daily Percentile Speed Summary Speed Statistics 38.0 - 48.0 Thursday, October 29, 2020 Speed Range (mph) Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 6 Location:DUVALL AVE S-O NE 10TH ST Date Range:10/27/2020 to 10/29/2020 Site Code:03 Southbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 1 3 10 14 11 3 1 2 0 0 0 0 0 45 1:00 AM 0 0 0 0 0 0 5 13 3 3 0 0 0 0 0 0 0 24 2:00 AM 0 0 0 0 0 1 5 3 7 3 0 0 0 0 0 0 1 20 3:00 AM 0 0 0 0 0 3 4 7 1 2 0 0 0 0 0 0 0 17 4:00 AM 0 0 0 0 0 1 5 7 2 1 0 0 0 0 0 0 0 16 5:00 AM 0 0 0 0 2 4 12 12 2 1 1 0 0 0 0 0 0 34 6:00 AM 0 0 0 0 1 3 20 30 12 5 2 1 0 0 0 0 0 74 7:00 AM 0 0 0 0 3 6 61 63 29 6 0 0 0 0 0 0 0 168 8:00 AM 0 0 0 0 0 10 81 112 62 8 2 0 0 0 0 0 0 275 9:00 AM 0 0 0 0 2 20 76 124 36 12 2 1 0 0 0 0 0 273 10:00 AM 0 0 0 0 0 12 98 105 40 11 4 2 0 0 0 0 0 272 11:00 AM 0 0 0 0 2 24 92 152 60 18 1 0 0 0 0 0 0 349 12:00 PM 0 0 0 0 1 21 102 194 88 15 4 1 0 0 0 0 0 426 1:00 PM 0 0 1 1 3 21 114 171 123 33 4 0 0 0 0 0 0 471 2:00 PM 0 0 0 0 0 13 119 247 131 30 4 0 0 0 0 0 0 544 3:00 PM 0 0 0 2 2 30 155 315 183 34 7 2 0 0 2 0 0 732 4:00 PM 0 0 0 0 3 24 161 374 203 43 6 2 1 0 0 0 0 817 5:00 PM 0 0 0 0 2 30 235 348 158 27 5 1 2 0 0 0 0 808 6:00 PM 0 0 0 0 4 45 195 277 102 14 6 4 1 0 0 1 0 649 7:00 PM 0 0 0 0 6 28 120 143 65 15 3 0 0 0 0 0 0 380 8:00 PM 0 0 0 0 1 5 58 121 60 14 7 0 1 0 0 0 1 268 9:00 PM 0 0 0 0 0 12 34 69 40 7 2 0 0 0 0 0 0 164 10:00 PM 0 0 0 0 0 10 25 55 20 8 1 1 0 0 0 0 0 120 11:00 PM 0 0 0 0 1 2 18 23 12 3 1 2 0 0 0 0 0 62 Total 0 0 1 3 34 328 1,805 2,979 1,450 316 63 19 5 0 2 1 2 7,008 Percent 0.0%0.0%0.0%0.0%0.5%4.7%25.8%42.5%20.7%4.5%0.9%0.3%0.1%0.0%0.0%0.0%0.0% 50th Percentile (Median)42.2 mph Mean (Average) Speed 42.4 mph 85th Percentile 47.0 mph 10 mph Pace mph 95th Percentile 50.4 mph Percent in Pace 73.43 % Speed Range (mph) Thursday, October 29, 2020 Daily Percentile Speed Summary Speed Statistics 37.6 - 47.6 Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 7 Location:DUVALL AVE S-O NE 10TH ST Date Range:10/27/2020 to 10/29/2020 Site Code:03 Northbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 1 1 7 5 3 2 0 0 0 0 0 0 0 19 1:00 AM 0 0 0 0 0 1 6 7 3 1 0 0 0 0 0 0 0 18 2:00 AM 0 0 0 0 0 1 2 5 1 1 0 0 0 0 0 0 0 10 3:00 AM 0 0 0 0 0 1 6 5 4 2 2 1 0 0 0 0 0 21 4:00 AM 0 0 0 0 0 5 13 17 15 6 1 0 0 0 0 0 0 57 5:00 AM 0 0 0 0 0 4 24 72 50 22 7 1 0 0 0 0 0 180 6:00 AM 0 0 0 0 0 9 61 165 121 38 9 2 1 0 0 0 0 406 7:00 AM 0 0 1 1 3 15 117 269 163 40 9 2 0 0 0 0 0 620 8:00 AM 0 0 0 1 6 19 92 259 160 42 10 2 1 0 0 0 0 592 9:00 AM 0 0 0 0 1 13 83 178 121 29 6 2 1 0 0 0 0 434 10:00 AM 0 0 0 1 4 14 92 152 80 16 2 1 0 0 0 0 0 362 11:00 AM 0 0 0 0 5 21 101 155 75 21 3 1 0 0 0 0 0 382 12:00 PM 0 0 1 1 3 18 97 157 79 21 5 1 0 0 0 0 0 383 1:00 PM 0 0 1 0 4 25 103 159 67 22 3 1 0 0 0 0 0 385 2:00 PM 0 0 1 0 5 22 106 152 69 16 3 1 0 0 0 0 0 375 3:00 PM 0 0 0 1 5 27 112 180 80 18 5 0 0 0 0 0 0 428 4:00 PM 0 0 0 4 7 33 112 181 87 22 3 0 0 0 0 0 0 449 5:00 PM 0 1 0 2 6 17 96 195 95 24 5 1 0 0 0 0 0 442 6:00 PM 0 0 0 0 7 28 98 166 68 15 3 1 0 0 0 0 0 386 7:00 PM 0 0 0 1 9 23 76 80 38 7 1 0 0 0 0 0 0 235 8:00 PM 0 0 0 1 1 17 48 53 33 6 1 1 0 0 0 0 0 161 9:00 PM 0 0 0 0 0 6 33 37 17 6 2 1 0 0 0 0 0 102 10:00 PM 0 0 0 0 0 5 20 24 10 5 1 1 0 0 0 0 0 66 11:00 PM 0 0 0 0 0 1 10 10 8 4 2 0 0 0 0 0 0 35 Total 0 1 4 13 67 326 1,515 2,683 1,447 386 83 20 3 0 0 0 0 6,548 Percent 0.0%0.0%0.1%0.2%1.0%5.0%23.1%41.0%22.1%5.9%1.3%0.3%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median)42.5 mph Mean (Average) Speed 42.6 mph 85th Percentile 47.6 mph 10 mph Pace 37.4 - 47.4 mph 95th Percentile 51.3 mph Percent in Pace 69.9 % Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph) Total Study Average Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 8 Location:DUVALL AVE S-O NE 10TH ST Date Range:10/27/2020 to 10/29/2020 Site Code:03 Southbound Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 +Volume 12:00 AM 0 0 0 0 1 3 8 11 9 2 1 1 0 0 0 0 0 36 1:00 AM 0 0 0 0 0 0 6 8 3 1 0 0 0 0 0 0 0 18 2:00 AM 0 0 0 0 0 1 7 4 5 2 0 0 0 0 0 0 0 19 3:00 AM 0 0 0 0 0 1 3 4 3 1 0 0 0 0 0 0 0 12 4:00 AM 0 0 0 0 0 1 5 6 3 1 0 0 0 0 0 0 0 16 5:00 AM 0 0 0 0 1 3 10 14 4 1 1 0 0 0 0 0 0 34 6:00 AM 0 0 0 0 0 3 21 26 12 5 2 1 0 0 0 0 0 70 7:00 AM 0 0 0 0 1 9 56 65 29 8 1 0 0 0 0 0 0 169 8:00 AM 0 0 0 0 1 7 66 104 56 11 3 0 0 0 0 0 0 248 9:00 AM 0 0 0 0 1 15 66 108 43 11 4 2 0 0 0 0 0 250 10:00 AM 0 0 0 0 1 12 89 116 54 12 1 1 0 0 0 0 0 286 11:00 AM 0 0 0 0 3 23 91 147 70 17 2 1 0 0 0 0 0 354 12:00 PM 0 0 0 0 2 21 104 183 90 19 4 1 0 0 0 0 0 424 1:00 PM 1 0 0 0 3 23 103 172 122 27 6 4 0 0 0 0 0 461 2:00 PM 0 0 0 0 1 16 120 246 139 30 3 1 0 0 0 0 0 556 3:00 PM 0 0 1 1 2 26 146 324 168 31 6 1 0 0 1 0 0 707 4:00 PM 0 0 1 1 5 34 189 382 183 31 4 2 1 0 0 0 0 833 5:00 PM 0 0 1 1 5 27 211 373 152 27 4 1 1 0 0 0 0 803 6:00 PM 0 0 0 0 4 39 189 286 95 15 5 2 0 0 0 0 0 635 7:00 PM 0 0 0 0 3 25 110 157 70 16 4 2 0 1 0 0 0 388 8:00 PM 0 0 0 0 2 11 63 118 54 13 5 1 1 1 0 0 0 269 9:00 PM 0 0 0 0 1 10 40 67 42 11 3 0 0 0 0 0 0 174 10:00 PM 0 0 0 0 0 8 30 43 22 6 1 1 0 0 0 0 0 111 11:00 PM 0 0 0 0 0 4 18 23 12 3 1 1 0 0 0 0 0 62 Total 1 0 3 3 37 322 1,751 2,987 1,440 301 61 23 3 2 1 0 0 6,935 Percent 0.0%0.0%0.0%0.0%0.5%4.6%25.2%43.1%20.8%4.3%0.9%0.3%0.0%0.0%0.0%0.0%0.0% Note: Average only condsidered on days with 24-hours of data. 50th Percentile (Median)42.2 mph Mean (Average) Speed 42.3 mph 85th Percentile 47.0 mph 10 mph Pace 37.2 - 47.2 mph 95th Percentile 50.3 mph Percent in Pace 73.4 % Total Study Percentile Speed Summary Total Study Speed Statistics Speed Range (mph) Total Study Average Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 9 New Renton Elementary School #16 Transportation Technical Report January 14, 2021 APPENDIX B Level of Service Definitions New Renton Elementary School #16 Transportation Technical Report January 14, 2021 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 consump- tion, 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 B-1 shows the level of service criteria for signalized intersections from the Highway Capacity Manual, Sixth Edition. Table B-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 B-2 shows the level of service criteria for unsignalized intersections from the Highway Capacity Manual, Sixth Edition. Table B-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. New Renton Elementary School #16 Transportation Technical Report January 14, 2021 APPENDIX C Level of Service Calculation Sheets Renton SD - ES16 2020 Existing Conditions - AM Peak 2: Duvall Ave NE & NE 12th St HCM 6th TWSC Renton SD - ES16 7:00 am 11/24/2020 2020 Existing Conditions - AM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 2020 Existing Conditions - AM Peak 3: Duvall Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 7:00 am 11/24/2020 2020 Existing Conditions - AM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 2020 Existing Conditions - AM Peak 4: Chelan Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 7:00 am 11/24/2020 2020 Existing Conditions - AM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 2020 Existing Conditions - AM Peak 5: Union Ave NE HCM 6th TWSC Renton SD - ES16 7:00 am 11/24/2020 2020 Existing Conditions - AM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Renton SD - ES16 2020 Existing Conditions - Aft Peak 2: Duvall Ave NE & NE 12th St HCM 6th TWSC Renton SD - ES16 2:00 pm 11/24/2020 2020 Existing Conditions - Aft Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 2020 Existing Conditions - Aft Peak 3: Duvall Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 2:00 pm 11/24/2020 2020 Existing Conditions - Aft Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 2020 Existing Conditions - Aft Peak 4: Chelan Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 2:00 pm 11/24/2020 2020 Existing Conditions - Aft Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 2020 Existing Conditions - Aft Peak 5: Union Ave NE HCM 6th TWSC Renton SD - ES16 2:00 pm 11/24/2020 2020 Existing Conditions - Aft Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1.4 Movement WBL WBR NBT NBR SBL SBT Renton SD - ES16 2020 Existing Conditions - PM Peak 2: Duvall Ave NE & NE 12th St HCM 6th TWSC Renton SD - ES16 4:00 pm 11/24/2020 2020 Existing Conditions - PM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 2020 Existing Conditions - PM Peak 3: Duvall Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 4:00 pm 11/24/2020 2020 Existing Conditions - PM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 2020 Existing Conditions - PM Peak 4: Chelan Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 4:00 pm 11/24/2020 2020 Existing Conditions - PM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 2020 Existing Conditions - PM Peak 5: Union Ave NE HCM 6th TWSC Renton SD - ES16 4:00 pm 11/24/2020 2020 Existing Conditions - PM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Renton SD - ES16 Future 2023 WOP - AM Peak 2: Duvall Ave NE & NE 12th St HCM 6th TWSC Renton SD - ES16 7:00 am 11/24/2020 Future 2023 WOP - AM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WOP - AM Peak 3: Duvall Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 7:00 am 11/24/2020 Future 2023 WOP - AM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WOP - AM Peak 4: Chelan Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 7:00 am 11/24/2020 Future 2023 WOP - AM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WOP - AM Peak 5: Union Ave NE HCM 6th TWSC Renton SD - ES16 7:00 am 11/24/2020 Future 2023 WOP - AM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Renton SD - ES16 Future 2023 WOP - Aft Peak 2: Duvall Ave NE & NE 12th St HCM 6th TWSC Renton SD - ES16 2:00 pm 11/24/2020 Future 2023 WOP - Aft Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WOP - Aft Peak 3: Duvall Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 2:00 pm 11/24/2020 Future 2023 WOP - Aft Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WOP - Aft Peak 4: Chelan Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 2:00 pm 11/24/2020 Future 2023 WOP - Aft Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WOP - Aft Peak 5: Union Ave NE HCM 6th TWSC Renton SD - ES16 2:00 pm 11/24/2020 Future 2023 WOP - Aft Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1.4 Movement WBL WBR NBT NBR SBL SBT Renton SD - ES16 Future 2023 WOP - PM Peak 2: Duvall Ave NE & NE 12th St HCM 6th TWSC Renton SD - ES16 4:00 pm 11/24/2020 Future 2023 WOP - PM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WOP - PM Peak 3: Duvall Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 4:00 pm 11/24/2020 Future 2023 WOP - PM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WOP - PM Peak 4: Chelan Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 4:00 pm 11/24/2020 Future 2023 WOP - PM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WOP - PM Peak 5: Union Ave NE HCM 6th TWSC Renton SD - ES16 4:00 pm 11/24/2020 Future 2023 WOP - PM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Renton SD - ES16 Future 2023 WP - AM Peak 2: Duvall Ave NE & NE 12th St HCM 6th TWSC Renton SD - ES16 7:00 am 11/24/2020 Future 2023 WP - AM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WP - AM Peak 3: Duvall Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 7:00 am 11/24/2020 Future 2023 WP - AM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 44.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WP - AM Peak 4: Chelan Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 7:00 am 11/24/2020 Future 2023 WP - AM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 6.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WP - AM Peak 5: Union Ave NE HCM 6th TWSC Renton SD - ES16 7:00 am 11/24/2020 Future 2023 WP - AM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 2.9 Movement WBL WBR NBT NBR SBL SBT Renton SD - ES16 Future 2023 WP - AM Peak 6: Duvall Ave NE & Auto Entry/Exit HCM 6th TWSC Renton SD - ES16 7:00 am 11/24/2020 Future 2023 WP - AM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Renton SD - ES16 Future 2023 WP - AM Peak 7: Duvall Ave NE & Bus Loop Exit HCM 6th TWSC Renton SD - ES16 7:00 am 11/24/2020 Future 2023 WP - AM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Renton SD - ES16 Future 2023 WP - AM Peak 8: Duvall Ave NE & Bus Loop Entry HCM 6th TWSC Renton SD - ES16 7:00 am 11/24/2020 Future 2023 WP - AM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Renton SD - ES16 Future 2023 WP - AM Peak 9: Chelan Ave NE & Auto Exit HCM 6th TWSC Renton SD - ES16 7:00 am 11/24/2020 Future 2023 WP - AM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 9.5 Movement WBL WBR NBT NBR SBL SBT Renton SD - ES16 Future 2023 WP - Aft Peak 2: Duvall Ave NE & NE 12th St HCM 6th TWSC Renton SD - ES16 2:00 pm 11/24/2020 Future 2023 WP - Aft Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WP - Aft Peak 3: Duvall Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 2:00 pm 11/24/2020 Future 2023 WP - Aft Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WP - Aft Peak 4: Chelan Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 2:00 pm 11/24/2020 Future 2023 WP - Aft Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 4.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WP - Aft Peak 5: Union Ave NE HCM 6th TWSC Renton SD - ES16 2:00 pm 11/24/2020 Future 2023 WP - Aft Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 3.5 Movement WBL WBR NBT NBR SBL SBT Renton SD - ES16 Future 2023 WP - Aft Peak 6: Duvall Ave NE & Auto Entry/Exit HCM 6th TWSC Renton SD - ES16 2:00 pm 11/24/2020 Future 2023 WP - Aft Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1.8 Movement EBL EBR NBL NBT SBT SBR Renton SD - ES16 Future 2023 WP - Aft Peak 7: Duvall Ave NE & Bus Loop Exit HCM 6th TWSC Renton SD - ES16 2:00 pm 11/24/2020 Future 2023 WP - Aft Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Renton SD - ES16 Future 2023 WP - Aft Peak 8: Duvall Ave NE & Bus Loop Entry HCM 6th TWSC Renton SD - ES16 2:00 pm 11/24/2020 Future 2023 WP - Aft Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Renton SD - ES16 Future 2023 WP - Aft Peak 9: Chelan Ave NE & Auto Exit HCM 6th TWSC Renton SD - ES16 2:00 pm 11/24/2020 Future 2023 WP - Aft Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 8.9 Movement WBL WBR NBT NBR SBL SBT Renton SD - ES16 Future 2023 WP - PM Peak 2: Duvall Ave NE & NE 12th St HCM 6th TWSC Renton SD - ES16 4:00 pm 11/24/2020 Future 2023 WP - PM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WP - PM Peak 3: Duvall Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 4:00 pm 11/24/2020 Future 2023 WP - PM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WP - PM Peak 4: Chelan Ave NE & NE 10th St HCM 6th TWSC Renton SD - ES16 4:00 pm 11/24/2020 Future 2023 WP - PM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Renton SD - ES16 Future 2023 WP - PM Peak 5: Union Ave NE HCM 6th TWSC Renton SD - ES16 4:00 pm 11/24/2020 Future 2023 WP - PM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 1.9 Movement WBL WBR NBT NBR SBL SBT Renton SD - ES16 Future 2023 WP - PM Peak 6: Duvall Ave NE & Auto Entry/Exit HCM 6th TWSC Renton SD - ES16 4:00 pm 11/24/2020 Future 2023 WP - PM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Renton SD - ES16 Future 2023 WP - PM Peak 7: Duvall Ave NE & Bus Loop Exit HCM 6th TWSC Renton SD - ES16 4:00 pm 11/24/2020 Future 2023 WP - PM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Renton SD - ES16 Future 2023 WP - PM Peak 8: Duvall Ave NE & Bus loop Entry HCM 6th TWSC Renton SD - ES16 4:00 pm 11/24/2020 Future 2023 WP - PM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Renton SD - ES16 Future 2023 WP - PM Peak 9: Chelan Ave NE & Auto Exit HCM 6th TWSC Renton SD - ES16 4:00 pm 11/24/2020 Future 2023 WP - PM Peak Synchro 10 Report Heffron Transportation, Inc. - JLM Intersection Int Delay, s/veh 8.3 Movement WBL WBR NBT NBR SBL SBT New Renton Elementary School #16 Transportation Technical Report APPENDIX D Signal Warrant Analysis Details Page 440 2009 Edition Figure 4C-2. Warrant 2, Four-Hour Vehicular Volume (70% Factor) (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 MPH ON MAJOR STREET) MINOR STREET HIGHER- VOLUME APPROACH - VPH MAJOR STREET—TOTAL OF BOTH APPROACHES— VEHICLES PER HOUR (VPH) *Note: 80 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 60 vph applies as the lower threshold volume for a minor-street approach with one lane. 2 OR MORE LANES & 2 OR MORE LANES 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 200 300 400 500 600 700 800 900 1000 100 200 300 400 60* 80* 2 OR MORE LANES & 2 OR MORE LANES 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 100 200 300 400 500 MINOR STREET HIGHER- VOLUME APPROACH - VPH 115* 80* MAJOR STREET—TOTAL OF BOTH APPROACHES— VEHICLES PER HOUR (VPH) *Note: 115 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 80 vph applies as the lower threshold volume for a minor-street approach with one lane. Figure 4C-1. Warrant 2, Four-Hour Vehicular Volume Sect. 4C.04 December 2009 2009 Edition Page 441 150* 100*100 200 300 400 500 MINOR STREET HIGHER- VOLUME APPROACH - VPH 600 1500400 500 600 700 800 900 1000 1100 1200 1300 1400 1600 1700 1800 2 OR MORE LANES & 2 OR MORE LANES 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE MAJOR STREET—TOTAL OF BOTH APPROACHES— VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. Figure 4C-3. Warrant 3, Peak Hour Figure 4C-4. Warrant 3, Peak Hour (70% Factor) (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 MPH ON MAJOR STREET) MAJOR STREET—TOTAL OF BOTH APPROACHES— VEHICLES PER HOUR (VPH) *Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane. 300 400 500 600 700 800 900 1000 MINOR STREET HIGHER- VOLUME APPROACH - VPH 100 200 300 400 75* 100* 1100 1200 1300 2 OR MORE LANES & 2 OR MORE LANES 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE December 2009 Sect. 4C.04 New Renton Elementary School #16 Transportation Technical Report January 14, 2021 APPENDIX E On-Site Queue Model Calculations M/M/s Queueing Model for Renton School District's New Elementary #16 Load/Unload Zone Morning Peak Hour (Arrival) Data Results 327.6 (average arrival rate)L = 3.003500393 109.1 (average service rate)Lq = 0.000500393 s =10 (# servers)Minutes W = 0.009 0.6 Wq = 0.000 0.0 0.3003 0 P0 = 0.049635183 5.0% 0 1 P1 = 0.149054454 19.9% 1 2 P2 = 0.223805262 42.2% 2 3 P3 = 0.224029068 64.7% 3 4 P4 = 0.168189823 81.5% 4 5 P5 = 0.101014807 91.6% 5 6 P6 = 0.050557911 96.6% 6 7 P7 = 0.021689344 98.8% 7 8 P8 = 0.008141637 99.6% 8 9 P9 = 0.002716593 99.9% 9 10 P10 = 0.000815793 100.0% 10 11 P11 = 0.000244983 100.0% 11 12 P12 = 7.35683E-05 100.0% 12 13 P13 = 2.20926E-05 100.0% 13 where: P14 = 6.63439E-06 100.0% 14 L = average number of vehicles queued at the load/unload zone at any one time P15 = 1.99231E-06 100.0% 15 Lq=average number of vehicles in queue P16 = 5.9829E-07 100.0% 16 W = average wait time at the load/unload zone (hours)P17 = 1.79667E-07 100.0% 17 Wq = ave. wait time in queue (hours)P18 = 5.39539E-08 100.0% 18 = Load/Unload Zone utilization P19 = 1.62023E-08 100.0% 19 P0 = probability of 0 vehicles at the Load/Unload Zone P20 = 4.86556E-09 100.0% 20 P1 = probability of 1 vehicle at the Load/Unload Zone, etc.P21 = 1.46113E-09 100.0% 21 P22 = 4.38777E-10 100.0% 22 3 =Average number of vehicles at the load/unload zone at any one time P23 = 1.31765E-10 100.0% 23 6 =Peak (95th-percentile) number of vehicles in load/unload zone at any one time P24 = 3.9569E-11 100.0% 24 P25 = 1.18826E-11 100.0% 25 96.6%<= Closest probability to 95%P25 = 3.56833E-12 100.0% 26 P26 = 1.07157E-12 100.0% 27 P27 = 3.21792E-13 100.0% 28 P28 = 9.66343E-14 100.0% 29 P29 = 2.90193E-14 100.0% 30 P30 = 8.71449E-15 100.0% 31 P31 = 2.61696E-15 100.0% 32 P32 = 7.85873E-16 100.0% 33 P33 = 2.35998E-16 100.0% 34 P34 = 7.08701E-17 100.0% 35 P35 = 2.12823E-17 100.0% 36 P36 = 6.39107E-18 100.0% 37 P37 = 1.91924E-18 100.0% 38 P38 = 5.76348E-19 100.0% 39 P39 = 1.73077E-19 100.0% 40 P40 =5.19751E-20 100.0% 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 24Probability Number of Vehicles Queued for Self-Haul Scale 12/14/2020