The URL can be used to link to this page

Home My WebLink AboutRS_Traffic_Study_170613_v2 THE MINTER PUD TOWNHOUSES TRAFFIC IMPACT ANALYSIS CITY OF RENTON Prepared for Blue Fern Development, LLC 11232 120th Ave NE, Suite 204 Kirkland, WA 98033 Prepared by 11410 NE 124th St., #590 Kirkland, Washington 98034 Telephone: 425.522.4118 Fax: 425.522.4311 December 14, 2016 Page 1 December 14, 2016 John Graves Blue Fern Development, LLC President of Acquisitions 11232 120th Ave NE, Suite 204 Kirkland, WA 98033 Re: Minter PUD Townhouses - City of Renton Traffic Impact Analysis Dear Mr.Graves: We are pleased to submit this traffic impact analysis (TIA) report for the proposed Minter PUD consisting of 65 townhouse units located on northwest corner of Renton Ave. S and S 132nd St. in the City of Renton. Proposed access to the site is to be provided by a site access street to S 132nd Street. The scope of this analysis is based upon the preliminary plat site plan, notes from the pre-application meeting, and the City of Renton Policy Guidelines for Traffic Impact Analysis for New Development. Our summary, conclusions and recommendations begin on page 6 of this report. PROJECT DESCRIPTION Figure 1 is a vicinity map showing the location of the site and study area. Figure 2 shows the preliminary site plan. The site is located on the northwest corner of the Renton Ave. S/S 132nd St. intersection. The site access street connects to S 132nd St. approximately 500 ft. west of Renton Ave South. Frontage improvements including curb, gutter, landscape strip and sidewalk will be installed on the site frontage on Renton Ave. S and S 132nd Street. Development of The Minter PUD Townhouses is expected to occur by the year 2018. Therefore, for purposes of this study, 2018 is used as the horizon year. The Minter PUD Townhouses Page 2 TRIP GENERATION AND DISTRIBUTION The 65 units in the proposed Minter PUD Townhouses are expected to generate the vehicular trips during an average weekday and during the street traffic peak hours as shown below: TRIP GENERATION FOR 65 UNIT MINTER PUD TOWNHOUSES Time Period Trip Rate Trips Entering Trips Exiting Total Average Weekday 5.81 189 50% 189 50% 378 AM Peak Hour 0.44 10 34% 19 65% 29 PM Peak Hour 0.52 18 54% 16 46% 34 A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the study site. The trip generation is calculated using the average trip rates in the Institute of Transportation Engineers (ITE) Trip Generation, Ninth Edition, for Residential Condominium/Townhouse (ITE Land Use Code 230). These trip generation values account for all site trips made by all vehicles for all purposes, including resident, visitor, and service and delivery vehicle trips. Figures 3 and 4 show the AM and PM peak hour trip distribution of the site generated traffic volumes. The distribution is based on existing traffic volume patterns, the characteristics of the road network, the location of likely trip origins and destinations (employment, shopping, social and recreational opportunities), expected travel times, and previous traffic studies. EXISTING PHYSICAL CONDITIONS Street Facilities The streets in the study area are classified per the City of Renton Comprehensive Plan as follows: Renton Ave. S Minor Arterial S 132nd St. Collector Arterial The Minter PUD Townhouses Page 3 Renton Ave. S has a speed limit of 35 mph and consists of four lanes with a sidewalk along the west side of the street. North of S 132nd St. it consists of one southbound lane, a two way left turn lane and two northbound lanes. South of the intersection, it consists of two southbound lanes and two northbound lanes. There is also a northbound to westbound left turn lane on Renton Ave. S. at the intersection with S 132nd Ave South. No left turns are allowed from S 132nd St onto Renton Ave South. S 132nd St. has a speed limit of 35 mph and consists of two lanes with a paved 8 ft shoulder along the north side. Sight Distance Intersection sight distances and stopping sight distances were measured and compared to City requirements at the site access street intersection to S 132nd Street. City of Renton requirements are based on current AASHTO “Geometric Design of Highways and Streets” standards. For a design speed of 35 mph a stopping sight distance of 250 ft. is required and an intersection sight distance of 390 ft. is required. The field measured stopping sight distance and intersection sight distance exceeds 500 ft. both to the east and west directions from the site access street location and therefore City requirements are met. EXISTING TRAFFIC CONDITIONS Traffic Volumes Figures 5 and 6 show existing, future without project and future with project AM and PM peak hour traffic volumes at the study intersections. AM and PM peak hour traffic volume turning movement counts were conducted on December 6, 2016 and are included in the technical appendix. Per the City of Renton Policy Guidelines for Traffic Impact Analysis for New Development intersections and road segments that experience an increase of 5% in traffic volumes require analysis. Neither of the two study intersections meet these requirements but they were analyzed as requested by the City in the pre-application meeting to determine if any additional lanes are required on S 132nd St or Renton Ave. South. Accident History Attached in the technical appendix is the latest available 3 year accident history in the vicinity of the intersection of Renton Ave. S/S 132nd Street. There were 6 accidents that occurred from 1/1/13 through 12/31/15. Three of the accidents were due to inattention, one due to speeding, one due to operating defective equipment and one due to “other.” There is no apparent pattern in the accidents. We have field reviewed the surrounding street system and found no readily apparent safety issues. The Minter PUD Townhouses Page 4 Level of Service Analysis Level of Service (LOS) is a qualitative measure describing operational conditions within a traffic flow, and the perception of these conditions by drivers or passengers. These conditions include factors such as speed, delay, travel time, freedom to maneuver, traffic interruptions, comfort, convenience, and safety. Levels of service are given letter designations, from A to F, with LOS A representing the best operating conditions (free flow, little delay) and LOS F the worst (congestion, long delays). Generally, LOS A and B are high, LOS C and D are moderate and LOS E and F are low. The LOS and corresponding average control delay in seconds are as follows: TYPE OF INTERSECTION A B C D E F Signalized < 10.0 >10.0 and <20.0 >20.0 and <35.0 >35.0 and <55.0 >55.0 and <80.0 >80 Stop Sign Control <10.0 >10 and <15 >15 and <25 >25 and <35 >35 and <50 >50 Tables 1 and 2 (on pages 7 and 8) show calculated level of service (LOS) for existing and future conditions including project traffic at the pertinent street intersection. The LOS was calculated using the procedures in the Transportation Research Board Highway Capacity Manual The LOS shown indicates overall intersection operation. At unsignalized intersections, LOS is determined by the calculated average control delay per vehicle for the worst approach or movement. LOS calculation worksheets are attached in the technical appendix. FUTURE TRAFFIC CONDITIONS WITHOUT THE PROJECT Figures 5 and 6 show projected 2018 AM and PM peak hour traffic volumes without the project. These volumes include the existing traffic volume counts plus background traffic growth. The background growth factor accounts for traffic volumes generated from other approved but unbuilt subdivisions (pipeline projects) and general growth in traffic traveling through the area. A 3% per year annual background growth rate was added for each year of the two year time period (for a total of 6%) from the 2016 traffic count to the 2018 horizon year of the proposal. The Minter PUD Townhouses Page 5 FUTURE TRAFFIC CONDITIONS WITH PROJECT Figures 5 and 6 show the projected future 2018 AM and PM peak hour traffic volumes with the proposed project. The site-generated PM peak hour traffic volumes were added to the projected future without project volumes to obtain the future with project volumes. Tables 1 and 2 show calculated LOS for future with project volumes at the study intersections. The study intersections operate at an acceptable LOS A and B for future 2018 conditions. LEFT TURN LANE REQUIREMENT ANALYSIS Criteria from the WSDOT Design Manual were used to evaluate the need for a left turn lane on S 132nd St. at the site access intersection. The projected Design Hour Volume (DHV) on S 132nd St. is 855 vehicles in the PM peak hour, the left turn volume into the site access street is 7 vehicles per hour resulting in a 0.8 % left turn/DHV. As shown in Figure 7, a left turn lane is not recommended per WSDOT Design Manual criteria. TRAFFIC MITIGATION REQUIREMENTS The City of Renton currently requires a Transportation Mitigation Fee payment of $1546.31 per townhouse (or condominium) unit. The estimated impact fee for the 65 units in the Minter PUD Townhouses is $100,510 (65 units X $1546.31 per unit). The Minter PUD Townhouses Page 6 SUMMARY, CONCLUSIONS AND RECOMMENDATIONS We recommend that the Minter PUD Townhouses be constructed as shown on the site plan with the following traffic impact mitigation measures: · Construct the frontage improvements including curb, gutter, landscape strip and sidewalk along the site frontage on S 132nd Ave. S and Renton Ave. S. to City standards · Construct the internal site streets to City standards. · Contribute the estimated $100,510 transportation mitigation fee. No other traffic mitigation should be necessary. If you have any questions, please call 425-522-4118. You may also contact us via e-mail at vince@nwtraffex.com or larry@nwtraffex.com. Very truly yours, Vincent J. Geglia Larry D. Hobbs, P.E. Principal Principal TraffEx TraffEx The Minter PUD Townhouses Page 7 TABLE 1 AM PEAK HOUR LEVEL OF SERVICE SUMMARY THE MINTER PUD TOWNHOUSES INTERSECTION EXISTING 2016 2018 WITHOUT PROJECT 2018 WITH PROJECT Site Access St./ S 132nd St. NA NA B 11.8 SB Renton Ave. S/ S 132nd St. A 9.6 NBL A 9.9 NBL A 10.0 NBL * Number shown is the average control delay in seconds per vehicle for the worst approach or movement which determines the LOS for an unsignalized intersection per the Transportation Research Board Highway Capacity Manual (XX) LOS and average control delay NBL northbound left approach SB southbound approach Page 8 TABLE 2 PM PEAK HOUR LEVEL OF SERVICE SUMMARY THE MINTER PUD TOWNHOUSES INTERSECTION EXISTING 2016 2018 WITHOUT PROJECT 2018 WITH PROJECT Site Access St./ S 132nd St. NA NA B 14.5 SB Renton Ave. S/ S 132nd St. B 12.0 NBL B 12.7 NBL B 12.9 NBL * Number shown is the average control delay in seconds per vehicle for the worst approach or movement which determines the LOS for an unsignalized intersection per the Transportation Research Board Highway Capacity Manual (XXI) LOS and average control delay NBL northbound left approach SB southbound approach * TheMinterPUDTownhouses-CityofRenton VicinityMap Figure 1 Project Site * TheMinterPUDTownhouses-CityofRenton SitePlan Figure 2 Project Site 1 3 2 21 Project Site 1 2 38% 52%42Figure 3 TheMinterPUDTownhouses-CityofRenton AMPeakHourTripGenerationandDistribution Legend 15%PercentageofProject Traffic AMPeakHour TrafficVolume Enter10 Exit19 Total29 14% 65% 79% AMPeakHour TrafficVolume 20%10%7%11633 4 123 41 2 417 2 0 0 Site Access/ S 55th St.30%3630%1320% 1 2 270%14870%32774 2 43NAccess/ 156th ave 274 1 33S Access/ 156th Ave 214 0 02SE142 Pl156thAve/724 8 10% 5% 48%10095 5 0 0 0 0 000S 132ndSite Access/3000 0 0 0 9 0 200S 132ndRenton Ave/ 1 3 2 21 Project Site 1 2 45% 40%42Figure 4 TheMinterPUDTownhouses-CityofRenton PMPeakHourTripGenerationandDistribution Legend 15%PercentageofProject Traffic PMPeakHour TrafficVolume Enter18 Exit16 Total34 14% 65% 79% PMPeakHour TrafficVolume 20%10%7%11633 4 123 41 2 417 2 0 0 Site Access/ S 55th St.30%3630%1320% 1 2 270%14870%32774 2 43NAccess/ 156th ave 274 1 33S Access/ 156th Ave 214 0 02SE142 Pl156thAve/724 8 15% 5% 60%60107 11 0 0 0 0 000S 132ndSite Access/5000 0 0 0 10 0 600Renton Ave/ S 132nd 1 3 2 2 1 2 1 2 1 2 1 Project Site 1 242 Figure 5 TheMinterPUDTownhouses-CityofRenton AMPeakHourTrafficVolumes 14% 65% 79%20%10%7%11633 4 1241 2 417 2 0 0 Site Access/ S 55th St.30%3630%1320% 1 2 270%14870%32774 2 43NAccess/ 156th ave 274 1 33S Access/ 156th Ave 214 0 02SE142 Pl156thAve/724 8 5% Project TrafficExisting Future withProject Future withoutProject 0000 0 300 279 0 1 0000000 0 318 296 0 1 00010095 5 0 0 0 0 00010095 5 318 296 0 1 000547200 0 0 0 300 0 2741520550100 0 0 0 318 0 29116103000 0 0 0 9 0 200850100 0 0 0 327 0 2931610 1 3 2 2 1 2 1 2 1 2 1 Project Site 1 242 Figure 6 TheMinterPUDTownhouses-CityofRenton PMPeakHourTrafficVolumes 14% 65% 79%20%10%7%11633 4 1241 2 417 2 0 0 Site Access/ S 55th St.30%3630%1320% 1 2 270%14870%32774 2 43NAccess/ 156th ave 274 1 33S Access/ 156th Ave 214 0 02SE142 Pl156thAve/724 8 5% Project TrafficExisting Future withProject Future withoutProject 60107 11 0 0 0 0 000476100 0 0 0 484 0 3015980480700 0 0 0 513 0 31963405000 0 0 0 10 0 600980700 0 0 0 523 0 32563400000 0 484 305 0 0 0000000 0 513 324 0 0 00060107 11 513 324 0 0 000 TheMinterPUDTownhouses-CityofRenton WSDOTLeftTurnLaneGuidelines * Figure 7 TECHNICAL APPENDIX Prepared for: Traffex Traffic Count Consultants, Inc. Phone: (253) 926-6009 FAX: (253) 922-7211 E-Mail: Team@TC2inc.com WBE/DBE Intersection:Renton Ave S/Renton Ave Extension & S 132nd St Date of Count:Tues 12/06/2016 Location:Renton, Washington Checked By:Jess Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval Interval Renton Ave S Renton Ave Extension 0 S 132nd St Total Ending at T L S R T L S R T L S R T L S R 7:15 A 2 0 130 1 12 74 38 0 0 0 0 0 1 0 0 86 329 7:30 A 2 0 109 0 8 71 39 0 0 0 0 0 3 0 0 99 318 7:45 A 7 0 100 1 11 67 42 0 0 0 0 0 2 0 0 93 303 8:00 A 7 0 133 3 4 62 33 0 0 0 0 0 1 0 0 110 341 8:15 A 6 0 131 1 10 68 42 0 0 0 0 0 1 0 0 74 316 8:30 A 10 0 149 0 11 53 31 0 0 0 0 0 5 0 0 86 319 8:45 A 5 0 104 1 2 48 29 0 0 0 0 0 2 0 0 74 256 9:00 A 6 0 121 0 11 50 37 0 0 0 0 0 3 0 0 77 285 9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 45 0 977 7 69 493 291 0 0 0 0 0 18 0 0 699 2467 Peak Hour: 7:00 AM to 8:00 AM Total 18 0 472 5 35 274 152 0 0 0 0 0 7 0 0 388 1291 Approach 477 426 0 388 1291 %HV 3.8% 8.2% n/a 1.8% 4.6% PHF 0.88 0.95 n/a 0.88 0.95 Renton Ave S 629 477 152 0 Bike S 132nd St 5 472 0 1Ped 0 0 279 Ped 0 00 Bike 0 0 0 667 0 0 Bike 388 0 7:00 AM to 8:00 AM 0Ped 0 388 PEDs Across:NS EW Ped 0 274 152 0 1364 1.0 PHF Peak Hour Volume INT 01 0Bike 0 PHF %HV INT 02 11 EB 0.88 1.8% INT 03 0 860 426 Check WB n/a n/a INT 04 0 In:1291 NB 0.95 8.2% INT 05 11 1286 Out:1291 SB 0.88 3.8% INT 06 0 Renton Ave Extension T Int.0.95 4.6% INT 07 11Bicycles From: N S E W Conditions: INT 08 11 2 INT 01 0 INT 09 0 INT 02 0 INT 10 0 INT 03 0 INT 11 0 INT 04 0 INT 12 0 INT 05 0 22 105 INT 06 NO BIKES 0 Special Notes INT 07 0 INT 08 0 INT 09 0 INT 10 0 INT 11 0 INT 12 0 00 0 00 TRA16134M_01a Prepared for: Traffex Traffic Count Consultants, Inc. Phone: (253) 926-6009 FAX: (253) 922-7211 E-Mail: Team@TC2inc.com WBE/DBE Intersection:Renton Ave S/Renton Ave Extension & S 132nd St Date of Count:Tues 12/06/2016 Location:Renton, Washington Checked By:Jess Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval Interval Renton Ave S Renton Ave Extension 0 S 132nd St Total Ending at T L S R T L S R T L S R T L S R 4:15 P 6 0 189 0 3 60 151 0 0 0 0 0 1 0 0 131 531 4:30 P 4 0 163 2 7 74 164 0 0 0 0 0 1 0 0 113 516 4:45 P 4 0 218 1 4 71 145 0 0 0 0 0 2 0 0 126 561 5:00 P 8 0 191 1 2 96 138 0 0 0 0 0 1 0 0 114 540 5:15 P 6 0 211 1 1 65 125 0 0 0 0 0 2 0 0 129 531 5:30 P 2 0 157 1 5 68 129 0 0 0 0 0 2 0 0 125 480 5:45 P 3 0 168 2 2 61 118 0 0 0 0 0 0 0 0 139 488 6:00 P 5 0 185 5 3 61 123 0 0 0 0 0 0 0 0 99 473 6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 38 0 1482 13 27 556 1093 0 0 0 0 0 9 0 0 976 4120 Peak Hour: 4:00 PM to 5:00 PM Total 22 0 761 4 16 301 598 0 0 0 0 0 5 0 0 484 2148 Approach 765 899 0 484 2148 %HV 2.9% 1.8% n/a 1.0% 2.0% PHF 0.87 0.94 n/a 0.92 0.96 Renton Ave S 1363 765 598 0 Bike S 132nd St 4 761 0 6Ped 0 0 305 Ped 0 00 Bike 0 0 0 789 0 0 Bike 484 0 4:00 PM to 5:00 PM 0Ped 0 484 PEDs Across:NS EW Ped 1 301 598 0 2244 1.0 PHF Peak Hour Volume INT 01 11 2Bike0 PHF %HV INT 02 44 EB 0.92 1.0% INT 03 111245 899 Check WB n/a n/a INT 04 0 In:2148 NB 0.94 1.8% INT 05 0 2144 Out:2148 SB 0.87 2.9% INT 06 0 Renton Ave Extension T Int.0.96 2.0% INT 07 0 Bicycles From: N S E W Conditions: INT 08 0 INT 01 0 INT 09 0 INT 02 0 INT 10 0 INT 03 0 INT 11 0 INT 04 0 INT 12 0 INT 05 0 61 007 INT 06 NO BIKES 0 Special Notes INT 07 0 INT 08 0 INT 09 0 INT 10 0 INT 11 0 INT 12 0 00 0 00 TRA16134M_01p OFFICER REPORTED CRASHES THAT OCCURRED at OR in the vicinity of THE FOLLOWING INTERSECTION IN THE CITY OF RENTONRENTON AVE @ 132nd ST01/01/2013 - 12/31/2015JURISDICTIONPRIMARY TRAFFICWAYBLOCK NUMBERINTERSECTING TRAFFICWAYDIST FROM REF POINTMI or FTCOMP DIR FROM REF POINTREFERENCE POINT NAMEREPORT NUMBER DATE TIMEMOST SEVERE INJURY TYPE# INJ# FAT# VEH# PEDS# BIKES JUNCTION RELATIONSHIPROADWAY SURFACE CONDITION LIGHTING CONDITION FIRST COLLISION TYPE / OBJECT STRUCKMV DRIVER CONTRIBUTING CIRCUMSTANCE 1 (UNIT 1)City Street RENTON AVE S 13200 S 132ND STE325903 05/06/2014 11:51 No Injury 0 0 2 0 0 At Intersection and Not Related Dry Daylight From same direction - both going straight - both moving - sideswipe OtherCity Street RENTON AVE S 13000 S 132ND ST3196086 09/02/2013 12:45 Possible Injury 1 0 2 0 0 At Intersection and Related Dry Daylight From same direction - both going straight - one stopped - rear-end Exceeding Reas. Safe SpeedCity Street RENTON AVE S 13000 S 132ND STE366167 10/17/2014 19:56 No Injury 0 0 2 0 0 At Intersection and Related Wet Dark-Street Lights On From opposite direction - one left turn - one straight InattentionCity Street RENTON AVE S 13000 S 132ND STE426317 05/14/2015 15:45 Possible Injury 1 0 2 0 0 At Intersection and Related Dry Daylight From opposite direction - one left turn - one straight InattentionCity Street S 132ND ST RENTON AVE S E363153 10/02/2014 13:10 Possible Injury 1 0 2 0 0 At Intersection and Related Dry Daylight Same direction -- both turning right -- one stopped -- rear end Operating Defective EquipmentCity Street RENTON AVE S 13000 203 F NW S 132ND ST E346644 08/01/2014 14:11 Possible Injury 2 0 3 0 0 Not at Intersection and Not Related Dry Daylight From opposite direction - both moving - head-on InattentionUnder 23 U.S. Code § 409 and 23 U.S. Code § 148, safety data, reports, surveys, schedules, lists compiled or collected for the purpose of identifying, evaluating, or planning the safety enhancement of potential crash sites, hazardous roadway conditions, or railway-highway crossings are not subject to discovery or admitted into evidence in a Federal or State court proceeding or considered for other purposes in any action for damages arising from any occurrence at a location mentioned or addressed in such reports, surveys, schedules, lists, or data.WSDOT - CRASH DATA and REPORTING12/13/20161 of 1 AM Existing 2: Renton Ave S & S 132nd St 12/13/2016 9/15/2016 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 2.9 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 0 0 274 152 472 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 0 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 2 2 8 4 2 Mvmt Flow 0 0 288 160 497 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1156 499 502 0 - 0 Stage 1 499 - - - - - Stage 2 657 - - - - - Critical Hdwy 6.6 6.23 4.12 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.319 2.218 - - - Pot Cap-1 Maneuver 206 571 1062 - - - Stage 1 614 - - - - - Stage 2 483 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 150 571 1062 - - - Mov Cap-2 Maneuver 150 - - - - - Stage 1 614 - - - - - Stage 2 352 - - - - - Approach EB NB SB HCM Control Delay, s 0 6.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1062 - - - - HCM Lane V/C Ratio 0.272 - - - - HCM Control Delay (s) 9.6 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 1.1 - - - - AM Future Without Project 2: Renton Ave S & S 132nd St 12/13/2016 9/15/2016 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 3 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 0 0 291 161 501 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 0 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 2 2 8 4 2 Mvmt Flow 0 0 306 169 527 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1227 530 533 0 - 0 Stage 1 530 - - - - - Stage 2 697 - - - - - Critical Hdwy 6.6 6.23 4.12 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.319 2.218 - - - Pot Cap-1 Maneuver 186 548 1035 - - - Stage 1 594 - - - - - Stage 2 461 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 131 548 1035 - - - Mov Cap-2 Maneuver 131 - - - - - Stage 1 594 - - - - - Stage 2 325 - - - - - Approach EB NB SB HCM Control Delay, s 0 6.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1035 - - - - HCM Lane V/C Ratio 0.296 - - - - HCM Control Delay (s) 9.9 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 1.2 - - - - AM Future With Project 2: Renton Ave S & S 132nd St 12/13/2016 9/15/2016 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 3 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 0 0 293 161 501 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 0 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 2 2 8 4 2 Mvmt Flow 0 0 308 169 527 8 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1234 532 536 0 - 0 Stage 1 532 - - - - - Stage 2 702 - - - - - Critical Hdwy 6.6 6.23 4.12 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.319 2.218 - - - Pot Cap-1 Maneuver 184 547 1032 - - - Stage 1 593 - - - - - Stage 2 458 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 129 547 1032 - - - Mov Cap-2 Maneuver 129 - - - - - Stage 1 593 - - - - - Stage 2 321 - - - - - Approach EB NB SB HCM Control Delay, s 0 6.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1032 - - - - HCM Lane V/C Ratio 0.299 - - - - HCM Control Delay (s) 10 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 1.3 - - - - AM Future With Project 4: S 132nd St & Site Access 12/13/2016 9/15/2016 Baseline Synchro 8 Light Report Page 2 Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 5 318 296 5 9 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 2 2 0 0 0 Mvmt Flow 5 335 312 5 9 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 317 0 - 0 659 314 Stage 1 - - - - 314 - Stage 2 - - - - 345 - Critical Hdwy 4.1 - - - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 1255 - - - 432 731 Stage 1 - - - - 745 - Stage 2 - - - - 722 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1255 - - - 430 731 Mov Cap-2 Maneuver - - - - 430 - Stage 1 - - - - 745 - Stage 2 - - - - 718 - Approach EB WB SB HCM Control Delay, s 0.1 0 11.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1255 - - - 549 HCM Lane V/C Ratio 0.004 - - - 0.036 HCM Control Delay (s) 7.9 0 - - 11.8 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.1 PM Existing 2: Renton Ave S & S 132nd St 12/13/2016 9/15/2016 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 2.2 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 0 0 301 598 761 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 0 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 0 1 1 8 3 1 Mvmt Flow 0 0 314 623 793 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1734 795 797 0 - 0 Stage 1 795 - - - - - Stage 2 939 - - - - - Critical Hdwy 6.6 6.215 4.11 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3095 2.209 - - - Pot Cap-1 Maneuver 89 389 829 - - - Stage 1 448 - - - - - Stage 2 346 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 55 389 829 - - - Mov Cap-2 Maneuver 55 - - - - - Stage 1 448 - - - - - Stage 2 215 - - - - - Approach EB NB SB HCM Control Delay, s 0 4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 829 - - - - HCM Lane V/C Ratio 0.378 - - - - HCM Control Delay (s) 12 - 0 - - HCM Lane LOS B - A - - HCM 95th %tile Q(veh) 1.8 - - - - PM Future Without Project 2: Renton Ave S & S 132nd St 12/13/2016 9/15/2016 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 2.3 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 0 0 319 624 807 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 0 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 0 1 1 8 3 1 Mvmt Flow 0 0 332 650 841 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1833 843 845 0 - 0 Stage 1 843 - - - - - Stage 2 990 - - - - - Critical Hdwy 6.6 6.215 4.11 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3095 2.209 - - - Pot Cap-1 Maneuver 77 365 796 - - - Stage 1 426 - - - - - Stage 2 325 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 45 365 796 - - - Mov Cap-2 Maneuver 45 - - - - - Stage 1 426 - - - - - Stage 2 189 - - - - - Approach EB NB SB HCM Control Delay, s 0 4.3 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 796 - - - - HCM Lane V/C Ratio 0.417 - - - - HCM Control Delay (s) 12.7 - 0 - - HCM Lane LOS B - A - - HCM 95th %tile Q(veh) 2.1 - - - - PM Future With Project 2: Renton Ave S & S 132nd St 12/13/2016 9/15/2016 Baseline Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 0 0 325 634 807 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 0 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 0 1 1 8 3 1 Mvmt Flow 0 0 339 660 841 9 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1852 845 850 0 - 0 Stage 1 845 - - - - - Stage 2 1007 - - - - - Critical Hdwy 6.6 6.215 4.11 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3095 2.209 - - - Pot Cap-1 Maneuver 74 364 793 - - - Stage 1 425 - - - - - Stage 2 318 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 42 364 793 - - - Mov Cap-2 Maneuver 42 - - - - - Stage 1 425 - - - - - Stage 2 182 - - - - - Approach EB NB SB HCM Control Delay, s 0 4.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 793 - - - - HCM Lane V/C Ratio 0.427 - - - - HCM Control Delay (s) 12.9 - 0 - - HCM Lane LOS B - A - - HCM 95th %tile Q(veh) 2.2 - - - - PM Future With Project 4: S 132nd St & Site Access 12/13/2016 9/15/2016 Baseline Synchro 8 Light Report Page 2 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 7 513 324 11 10 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 1 1 1 1 0 0 Mvmt Flow 7 534 338 11 10 6 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 349 0 - 0 892 343 Stage 1 - - - - 343 - Stage 2 - - - - 549 - Critical Hdwy 4.11 - - - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.209 - - - 3.5 3.3 Pot Cap-1 Maneuver 1215 - - - 315 704 Stage 1 - - - - 723 - Stage 2 - - - - 583 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1215 - - - 312 704 Mov Cap-2 Maneuver - - - - 312 - Stage 1 - - - - 723 - Stage 2 - - - - 578 - Approach EB WB SB HCM Control Delay, s 0.1 0 14.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1215 - - - 394 HCM Lane V/C Ratio 0.006 - - - 0.042 HCM Control Delay (s) 8 0 - - 14.5 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.1