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GTC #14-119 Gibson Traffic Consultants, Inc. 2813 Rockefeller Avenue Suite B Everett, WA 98201 [PHONE REDACTED] Willows Preparatory School 90% CUP Submittal Traffic Impact Analysis Jurisdiction: City of Redmond February 2017 ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School 90% CUP Traffic Impact Analysis Gibson Traffic Consultants, Inc. February 2017 [EMAIL REDACTED] i GTC #14-119 TABLE OF CONTENTS 1. INTRODUCTION 1 2. PROPOSED SITE DEVELOPMENT & ACCESS 1 3. METHODOLOGY & ANALYSIS SCOPING 3 4. EXISTING CONDITIONS 4 4.1 Transit Service 4 4.2 Roadway Network 4 4.3 2016 Existing Volumes and Level of Service 4 5. FUTURE CONDITIONS 9 5.1 Trip Generation 9 5.2 Trip Distribution 10 5.3 2022 Future Baseline Volumes and Level of Service 14 5.4 2022 Future with School Volumes and Level of Service 14 5.5 Existing Zoning 2022 Future Volumes and Level of Service 22 5.6 2022 Future Year Parking Demand 23 5.7 Drop-Off/Pick-up Queuing Analysis 24 6. TRAFFIC MITIGATION 24 LIST OF FIGURES Figure 1: Site Vicinity Map 2 Figure 2: 2016 Existing Volumes – AM Peak-Hour 5 Figure 3: 2016 Existing Volumes – School PM Peak-Hour 6 Figure 4: 2016 Existing Volumes – PM Peak-Hour 7 Figure 5: Trip Distribution – AM Peak-Hour 11 Figure 6: Trip Distribution – School PM Peak-Hour 12 Figure 7: Trip Distribution – PM Peak-Hour 13 Figure 8: 2022 Baseline Volumes – AM Peak-Hour 15 Figure 9: 2022 Baseline Volumes – School PM 16 Figure 10: 2022 Baseline Volumes – PM Peak-Hour 17 Figure 11: 2022 Future with School Volumes – AM Peak-Hour 18 Figure 12: 2022 Future with School Volumes – School PM Peak-Hour 19 Figure 13: 2022 Future with School Volumes – PM Peak-Hour 20 ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School 90% CUP Traffic Impact Analysis Gibson Traffic Consultants, Inc. February 2017 [EMAIL REDACTED] ii GTC #14-119 LIST OF TABLES Table 1: Level of Service Criteria for Intersections 3 Table 2: 2016 Existing Level of Service Summary – AM Peak-Hour 8 Table 3: 2016 Existing Level of Service Summary – School PM Peak-Hour 8 Table 4: 2016 Existing Level of Service Summary – PM Peak-Hour 9 Table 5: Trip Generation Summary 9 Table 6: 2022 Baseline and Future Level of Service Summary – AM Peak-Hour 21 Table 7: 2022 Baseline and Future Level of Service Summary – School PM Peak-Hour 21 Table 8: 2022 Baseline and Future Level of Service Summary – PM Peak-Hour 22 Table 9: Existing Zoning 2022 Future Level of Service Summary – AM Peak-Hour 22 Table 10: Existing Zoning 2022 Future Level of Service Summary – PM Peak-Hour 23 ATTACHMENTS Count Data – AM Peak-Hour A Count Data – School PM Peak-Hour B Count Data – PM Peak-Hour C Turning Movement Calculations AM Peak-Hour D Turning Movement Calculations School PM Peak-Hour E Turning Movement Calculations PM Peak-Hour F 2016 Existing Level of Service Analysis AM Peak-Hour G 2016 Existing Level of Service Analysis School PM H 2016 Existing Level of Service Analysis PM Peak-Hour I 2022 Baseline Level of Service Analysis AM Peak-Hour J 2022 Baseline Level of Service Analysis School PM Peak-Hour K 2022 Baseline Level of Service Analysis PM Peak-Hour L 2022 Future Level of Service Analysis AM Peak-Hour M 2022 Future Level of Service Analysis School PM Peak-Hour N 2022 Future Level of Service Analysis PM Peak-Hour O Single Channel Queuing P Transit Data Q Site Schematics R Master Plan Improvements S Transportation Concurrency Application T Existing Zoning Analysis U ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School 90% CUP Traffic Impact Analysis Gibson Traffic Consultants, Inc. February 2017 [EMAIL REDACTED] 1 GTC #14-119 1. INTRODUCTION Gibson Traffic Consultants, Inc. (GTC) has been requested to provide the 60% Conditional Use Permit traffic analysis for Willows Preparatory School (WPS) located at 15603 NE 124th Street in Redmond for the conversion from 21,000 SF church to a private school. The site vicinity is shown in Figure 1. The private school would serve grades 5th and 8th and would have 300 students in Phase 1 with occupancy in 2018. There is also a 40-student dorm for the students that is proposed for occupancy in 2022. The school hours are from 8:45 AM to 3:15 PM with no after school care at this location. It is anticipated that a quarter of the students would shuttle to/from Bellevue Children’s Academy (BCA) as younger sibling would be attending BCA and it would be more convenient for the parents. The scoping and analysis methodology for the WPS is based on conversations with Min Luo, PE Senior Transportation Engineer at the City of Redmond. This report summarizes GTC’s traffic analysis and findings that include: 1) Proposed site development and access 2) Existing site conditions 3) Trip generation, trip distribution, and trip assignment of the development trips 4) Existing and future without development volumes and LOS 5) Future with development volumes and LOS Matthew Palmer, responsible for the traffic analysis and report, is a licensed professional engineer (Civil) in the State of Washington and a current member of the Washington State section of ITE. 2. PROPOSED SITE DEVELOPMENT & ACCESS Currently there are 3 accesses along SR-202/Redmond Road that will continue to be utilized for access to the site. The north and middle accesses are right-in/right-out only accesses and the south access is a full access. For the level of service analysis all the accesses have been combined as a single access as parents and staff can circulate on-site and will use accesses that will allow them to make the movements they desire. The north access will provide the most direct access to 24 staff parking spaces, the middle access serves 125 parking spaces and will be utilized for the primary student drop-off/pick-up, the south access provides access to 225 overflow parking spaces and the ability to make left-turns into and out of the site onto SR-202. The site will have a total of 374 parking spaces. ATTACHMENT 15 ---PAGE BREAK--- AVE NE TRAFFIC IMPACT STUDY CITY OF REDMOND GIBSON TRAFFIC CONSULTANTS WILLOWS PREPARATORY SCHOOL (300 STUDENTS) N NE 124TH ST NE 116TH ST NE 85TH ST NE 90TH ST NE 80TH ST NE 104TH ST NE 110TH ST NE 11TH ST NE 116TH ST NE 128TH ST NE 130TH ST AVONDALE RD NE NOVELTY HILL RD UNION HILL RD 148TH AVE NE REDMOND-WOODINVILLE RD NE AVE WILLOWS RD 160TH AVE NE W LAKE SAMMAMISH PKWY LEARY WAY CLEVELAND ST 174TH AVE NE 176TH PL NE 172ND AVE NE 164TH AVE NE NE 122ND ST 178TH AVE NE 154TH PL NE NE 83RD ST REDMOND WAY 164TH 166TH GTC #14-119 162ND AVE NE 179TH AVE NE 176TH AVE NE SITE LEGEND SITE VICINITY MAP DEVELOPMENT SITE FIGURE 1 STUDY INTERSECTIONS #4 #3 #2 #1 #5 #6 ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School 90% CUP Traffic Impact Analysis Gibson Traffic Consultants, Inc. February 2017 [EMAIL REDACTED] 3 GTC #14-119 3. METHODOLOGY & ANALYSIS SCOPING The peak-hour level of service (LOS) analysis was performed using the methodology described in the 2010 Highway Capacity Manual (HCM) and the 9.1 Build 909 software developed by Trafficware. At the time of the count collections, 100 students were enrolled at the existing WPS. The turning movement counts were performed by Idax Data in October 2016. The AM peak-hour is between 7:00 and 9:00 AM, the School PM peak-hour is between 2:00 and 4:00 PM and the PM peak hour is between 4:00 and 6:00 PM. Traffic congestion on roadways is generally measured in terms of LOS at critical intersections. In accordance with the 2010 Highway Capacity Manual, roadway facilities and intersections are rated between LOS A and F, with LOS A being free flow and LOS F being forced flow or over-capacity conditions. The level of service at signalized intersections and all-way stop-controlled intersections are based on the average stopped delay for all entering vehicles. The level of service at two-way stop-controlled intersections is based on stopped delay times for the critical approach or movement(s). Geometric characteristics and conflicting traffic movements are taken into consideration when determining level of service values. A summary of the level of service criteria has been included in Table 1. Table 1: Level of Service Criteria for Intersections Level of 1 Service Expected Delay Intersection Control Delay (Seconds per Vehicle) Unsignalized Intersections Signalized Intersections A Little/No Delay <10 <10 B Short Delays >10 and <15 >10 and <20 C Average Delays >15 and <25 >20 and <35 D Long Delays >25 and <35 >35 and <55 E Very Long Delays >35 and <50 >55 and <80 F Extreme Delays2 >50 >80 1 Source: Highway Capacity Manual 2010. LOS A: Free-flow traffic conditions, with minimal delay to stopped vehicles (no vehicle is delayed longer than one cycle at signalized intersection). LOS B: Generally stable traffic flow conditions. LOS C: Occasional back-ups may develop, but delay to vehicles is short term and still tolerable. LOS D: During short periods of the peak hour, delays to approaching vehicles may be substantial but are tolerable during times of less demand (i.e. vehicles delayed one cycle or less at signal). LOS E: Intersections operate at or near capacity, with long queues developing on all approaches and long delays. LOS F: Jammed conditions on all approaches with excessively long delays and vehicles unable to move at times. 2 When demand volume exceeds the capacity of the lane, extreme delays will be encountered with queuing which may cause severe congestion affecting other traffic movements in the intersection. ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School 90% CUP Traffic Impact Analysis Gibson Traffic Consultants, Inc. February 2017 [EMAIL REDACTED] 4 GTC #14-119 GTC utilized a 2% annually compounding growth rate to account for background traffic growth in the site vicinity, based on the scoping discussions. Also, to encompass the addition of the dormitory even though the classroom building will be constructed/occupied by 2018, 2022 was utilized as the horizon year. The study intersections are listed below: 1. SR-202 at NE 124th Street - Signalized 2. SR-202 at NE 116th Street - Signalized 3. SR-202 at NE 109th Street - Signalized 4. SR-202 at NE 90th Street - Signalized 5. 160th Avenue NE at NE 90th Street - Signalized 6. SR-202 at Combined Access - Unsignalized Analysis at the study intersections was performed for the AM peak-hour (7:00 AM to 9:00 AM), the School PM peak-hour (2:00 PM to 4:00 PM), and the PM peak-hour (4:00 PM to 6:00 PM). 4. EXISTING CONDITIONS 4.1 Transit Service King County Metro Transit provides public transit service within King County. There is a Metro Transit stop at the intersection of SR-202 and NE 116th Street which serves transit route 931. Route 931 provides service from Downtown Seattle to Redmond Transit Center. 4.2 Roadway Network SR-202 is a 2-lane principal arterial south of the site with curb, gutter, sidewalk, along the improved portions of the roadway. SR-202 has a posted speed limit of 40 MPH. There are channelization improvements at the intersection of NE 124th Street which provides left-turn and right-turn channelization. 4.3 2016 Existing Volumes and Level of Service Existing turning movement counts at the study intersections were obtained by the independent count firm, Idax Data Solutions in October 2016. The existing peak-hour turning movement volumes for the study intersections during the AM peak-hour (7:00AM to 9:00 AM) are shown in Figure 2. The existing School PM peak-hour (2:00PM to 4:00 PM) turning movements are shown in Figure 3. The PM peak-hour (4:00PM to 6:00 PM) turning movements are shown in Figure 4. Most the study intersections operate at LOS D or better during the study time periods under the existing conditions. The exception is the intersection of SR-202 at NE 124th Street, which currently operates at LOS E during the PM peak-hour. The existing level of service for the AM peak-hour is summarized in Table 2, the School PM peak-hour is summarized in Table 3 and the PM peak- hour is summarized in Table 4. The existing level of service calculations are included in the attachments. ATTACHMENT 15 ---PAGE BREAK--- AVE NE TRAFFIC IMPACT STUDY CITY OF REDMOND GIBSON TRAFFIC CONSULTANTS WILLOWS PREPARATORY SCHOOL (300 STUDENTS) N NE 124TH ST NE 116TH ST NE 85TH ST NE 90TH ST NE 80TH ST NE 104TH ST NE 110TH ST NE 11TH ST NE 116TH ST NE 128TH ST NE 130TH ST AVONDALE RD NE NOVELTY HILL RD UNION HILL RD 148TH AVE NE REDMOND-WOODINVILLE RD NE AVE WILLOWS RD 160TH AVE NE W LAKE SAMMAMISH PKWY LEARY WAY CLEVELAND ST 174TH AVE NE 176TH PL NE 172ND AVE NE 164TH AVE NE NE 122ND ST 178TH AVE NE 154TH PL NE NE 83RD ST REDMOND WAY 164TH 166TH GTC #14-119 162ND AVE NE 179TH AVE NE 176TH AVE NE SITE 200 37 158 64 548 AM PEAK-HOUR TURNING MOVEMENT VOLUMES XXX LEGEND EXISTING TRAFFIC VOLUMES AM PEAK-HOUR FIGURE 2 69 393 280 117 798 171 42 262 311 90 269 116 618 76 232 270 46 367 19 815 41 90 38 202 67 324 21 4 39 212 864 49 49 125 25 783 103 16 15 87 20 155 80 680 16 16 5 17 615 ATTACHMENT 15 ---PAGE BREAK--- AVE NE TRAFFIC IMPACT STUDY CITY OF REDMOND GIBSON TRAFFIC CONSULTANTS WILLOWS PREPARATORY SCHOOL (300 STUDENTS) N NE 124TH ST NE 116TH ST NE 85TH ST NE 90TH ST NE 80TH ST NE 104TH ST NE 110TH ST NE 11TH ST NE 116TH ST NE 128TH ST NE 130TH ST AVONDALE RD NE NOVELTY HILL RD UNION HILL RD 148TH AVE NE REDMOND-WOODINVILLE RD NE AVE WILLOWS RD 160TH AVE NE W LAKE SAMMAMISH PKWY LEARY WAY CLEVELAND ST 174TH AVE NE 176TH PL NE 172ND AVE NE 164TH AVE NE NE 122ND ST 178TH AVE NE 154TH PL NE NE 83RD ST REDMOND WAY 164TH 166TH GTC #14-119 162ND AVE NE 179TH AVE NE 176TH AVE NE SITE 454 115 584 77 313 169 306 143 141 344 59 106 534 235 315 604 236 442 158 188 101 147 735 66 455 10 83 18 98 96 778 16 7 43 44 339 29 38 54 37 303 64 106 48 94 57 462 149 601 15 29 18 35 875 SCHOOL PM PEAK-HOUR TURNING MOVEMENT VOLUMES XXX LEGEND EXISTING TRAFFIC VOLUMES SCHOOL PM PEAK-HOUR FIGURE 3 ATTACHMENT 15 ---PAGE BREAK--- AVE NE TRAFFIC IMPACT STUDY CITY OF REDMOND GIBSON TRAFFIC CONSULTANTS WILLOWS PREPARATORY SCHOOL (300 STUDENTS) N NE 124TH ST NE 116TH ST NE 85TH ST NE 90TH ST NE 80TH ST NE 104TH ST NE 110TH ST NE 11TH ST NE 116TH ST NE 128TH ST NE 130TH ST AVONDALE RD NE NOVELTY HILL RD UNION HILL RD 148TH AVE NE REDMOND-WOODINVILLE RD NE AVE WILLOWS RD 160TH AVE NE W LAKE SAMMAMISH PKWY LEARY WAY CLEVELAND ST 174TH AVE NE 176TH PL NE 172ND AVE NE 164TH AVE NE NE 122ND ST 178TH AVE NE 154TH PL NE NE 83RD ST REDMOND WAY 164TH 166TH GTC #14-119 162ND AVE NE 179TH AVE NE 176TH AVE NE SITE 483 104 694 84 319 137 372 102 180 370 79 112 623 247 404 769 288 502 238 244 85 138 759 68 499 20 94 41 66 77 793 37 13 69 49 318 28 54 41 30 239 52 130 69 112 98 607 211 739 5 18 16 21 982 PM PEAK-HOUR TURNING MOVEMENT VOLUMES XXX LEGEND EXISTING TRAFFIC VOLUMES PM PEAK-HOUR FIGURE 4 ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School 90% CUP Traffic Impact Analysis Gibson Traffic Consultants, Inc. February 2017 [EMAIL REDACTED] 8 GTC #14-119 Table 2: 2016 Existing Level of Service Summary – AM Peak-Hour Intersections 2016 Existing Conditions LOS Delay 1. SR-202 at NE 124th Street D 37.3 sec 2. SR-202 at NE 116th Street B 12.4 sec 3. SR-202 at NE 109th Street D 38.8 sec 4. SR-202 at NE 90th Street A 9.2 sec 5. 160th Avenue NE NE 90th Street C 24.9 sec 6. SR-202 at Site Access C 15.2 sec Table 3: 2016 Existing Level of Service Summary – School PM Peak-Hour Intersections 2016 Existing Conditions LOS Delay 1. SR-202 at NE 124th Street D 47.8 sec 2. SR-202 at NE 116th Street B 14.5 sec 3. SR-202 at NE 109th Street C 25.1 sec 4. SR-202 at NE 90th Street C 21.2 sec 5. 160th Avenue NE NE 90th Street B 19.3 sec 6. SR-202 at Site Access C 21.4 sec ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School 90% CUP Traffic Impact Analysis Gibson Traffic Consultants, Inc. February 2017 [EMAIL REDACTED] 9 GTC #14-119 Table 4: 2016 Existing Level of Service Summary – PM Peak-Hour Intersections 2016 Existing Conditions LOS Delay 1. SR-202 at NE 124th Street E 58.3 sec 2. SR-202 at NE 116th Street A 9.9 sec 3. SR-202 at NE 109th Street C 29.3 sec 4. SR-202 at NE 90th Street C 24.5 sec 5. 160th Avenue NE NE 90th Street B 19.3 sec 6. SR-202 at Site Access C 21.4 sec 5. FUTURE CONDITIONS 5.1 Trip Generation Trip generation for the project will consist of the tenant improvement/additional building of the existing 21,000 SF from church to private school There will still be a church building, approximately 8,780 SF remaining on the site that will share parking with the school during church worship service times which fall outside of the school operational times. Institute of Transportation Engineers’ (ITE) Trip Generation, 9th Edition (2012) Land Use Code 534, private school (k-8) and Land Use Code 565, church, were utilized. The average trip generation rates per 1,000 square feet have been used for the church and per student rates are utilized for the school. The trip generation for the WPS is summarized in Table 5. Table 5: Trip Generation Summary WPS AM Peak-Hour Trips School PM Trips PM Peak-Hour Trips Inbound Outbound Total Inbound Outbound Total Inbound Outbound Total Private School Pre-K to 8th Grade (LUC 534) 300 Students Rate 0.90 per Student 0.58 per Student 0.32 per Student Splits 55% 45% 100% 47% 53% 100% 49% 51% 100% Trips 149 121 270 85 95 180 47 49 96 Church (LUC 565) 21,000 SF Removed Rate 0.56 per 1,000 SF/GFA 0.36 per 1,000 SF/GFA 0.55 per 1,000 SF/GFA Splits 62% 38% 100% 62% 38% 100% 48% 52% 100% Trips -7 -5 -12 -5 -3 -8 -6 -6 -12 TOTAL 142 116 258 80 92 172 41 43 84 ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School 90% CUP Traffic Impact Analysis Gibson Traffic Consultants, Inc. February 2017 [EMAIL REDACTED] 10 GTC #14-119 Note: The trip generation for the church during the School PM peak-hour is based on 65% of the PM peak-hour rate of 0.55 trip per 1,000 SF. The WPS is anticipated to generate a total of 618 daily trips when the credit for the church is considered. Under the existing zoning of R-1 and R-4 the site could be redeveloped into 60 residential dwelling units. These units would potentially produce 571 daily trips with 45 occurring during the AM peak-hour (11 inbound/34 outbound) and 60 occurring during the PM peak-hour (38 inbound/22 outbound). The residential use of the site would be less intensive than the proposed conditional use permit from a transportation position and the future with development level of service analysis/results would improve compared to the WPS analysis. The school will generate 213 additional AM peak-hour trips and 24 PM peak-hour trips compared to the existing zoning. The 2022 level of service at the study intersections under the existing zoning is summarized in section 5.5 below for the AM peak-hour and PM peak-hour. 5.2 Trip Distribution The same distribution of trips as anticipated with Building A is anticipated with Phase 1 of the CUP. It is anticipated that 70-80 of the 300 students will be arriving via bus from BCA in the City of Bellevue. This is similar to the existing busing ratio for the school. Another 20% of the students (60 students) would come from Bellevue zip codes, 39% (117 students) would come from Redmond zip codes. The remaining students would be coming from Kirkland and Woodinville. Using addresses of existing students mapped it is anticipated that 55% of the trips would be to/from the south and 45% to/from the north on SR-202. As the primary drop-off/pick-up access is right- in/right-out only, the majority of trips will be arriving from the south. Detailed trip distributions are shown in Figure 5 for the AM peak-hour, Figure 6 for the School PM peak-hour and Figure 7 for the PM peak-hour. Trip distributions for the AM peak-hour and PM peak-hour for the existing zoning are included in the attachments with the existing zoning analysis. The trip distributions are based on the existing counts and the residential/commercial areas around the site. ATTACHMENT 15 ---PAGE BREAK--- AVE NE TRAFFIC IMPACT STUDY CITY OF REDMOND GIBSON TRAFFIC CONSULTANTS WILLOWS PREPARATORY SCHOOL (300 STUDENTS) N NE 124TH ST NE 116TH ST NE 85TH ST NE 90TH ST NE 80TH ST NE 104TH ST NE 110TH ST NE 11TH ST NE 116TH ST NE 128TH ST NE 130TH ST AVONDALE RD NE NOVELTY HILL RD UNION HILL RD 148TH AVE NE REDMOND-WOODINVILLE RD NE AVE WILLOWS RD 160TH AVE NE W LAKE SAMMAMISH PKWY LEARY WAY CLEVELAND ST 174TH AVE NE 176TH PL NE 172ND AVE NE 164TH AVE NE NE 122ND ST 178TH AVE NE 154TH PL NE NE 83RD ST REDMOND WAY 164TH 166TH GTC #14-119 162ND AVE NE 179TH AVE NE 176TH AVE NE SITE 124 20 29 23 21 93 18 15 31 5 6 7 49 8 11 9 2 12 3 2 9 50 8 11 78 340 55 64 71 309 50 58 10 43 7 8 61 266 43 50 50 217 35 41 LEGEND 25 AWDT PEAK AM NEW AM PEAK-HOUR TRIPS NEW DAILY TRIPS TRIP DISTRIBUTION % FIGURE 5 DEVELOPMENT TRIP DISTRIBUTION AM PEAK-HOUR ATTACHMENT 15 ---PAGE BREAK--- AVE NE TRAFFIC IMPACT STUDY CITY OF REDMOND GIBSON TRAFFIC CONSULTANTS WILLOWS PREPARATORY SCHOOL (300 STUDENTS) N NE 124TH ST NE 116TH ST NE 85TH ST NE 90TH ST NE 80TH ST NE 104TH ST NE 110TH ST NE 11TH ST NE 116TH ST NE 128TH ST NE 130TH ST AVONDALE RD NE NOVELTY HILL RD UNION HILL RD 148TH AVE NE REDMOND-WOODINVILLE RD NE AVE WILLOWS RD 160TH AVE NE W LAKE SAMMAMISH PKWY LEARY WAY CLEVELAND ST 174TH AVE NE 176TH PL NE 172ND AVE NE 164TH AVE NE NE 122ND ST 178TH AVE NE 154TH PL NE NE 83RD ST REDMOND WAY 164TH 166TH GTC #14-119 162ND AVE NE 179TH AVE NE 176TH AVE NE SITE 124 20 16 18 12 93 14 15 31 5 5 4 49 8 6 7 2 12 2 2 7 50 8 6 44 340 55 51 40 309 50 46 6 43 7 6 34 266 43 40 28 217 35 33 LEGEND 25 AWDT PEAK AM NEW AM PEAK-HOUR TRIPS NEW DAILY TRIPS TRIP DISTRIBUTION % FIGURE 6 DEVELOPMENT TRIP DISTRIBUTION SCHOOL PM PEAK-HOUR ATTACHMENT 15 ---PAGE BREAK--- AVE NE TRAFFIC IMPACT STUDY CITY OF REDMOND GIBSON TRAFFIC CONSULTANTS WILLOWS PREPARATORY SCHOOL (300 STUDENTS) N NE 124TH ST NE 116TH ST NE 85TH ST NE 90TH ST NE 80TH ST NE 104TH ST NE 110TH ST NE 11TH ST NE 116TH ST NE 128TH ST NE 130TH ST AVONDALE RD NE NOVELTY HILL RD UNION HILL RD 148TH AVE NE REDMOND-WOODINVILLE RD NE AVE WILLOWS RD 160TH AVE NE W LAKE SAMMAMISH PKWY LEARY WAY CLEVELAND ST 174TH AVE NE 176TH PL NE 172ND AVE NE 164TH AVE NE NE 122ND ST 178TH AVE NE 154TH PL NE NE 83RD ST REDMOND WAY 164TH 166TH GTC #14-119 162ND AVE NE 179TH AVE NE 176TH AVE NE SITE 124 20 8 9 31 5 2 2 49 8 3 4 2 12 1 1 3 50 8 3 23 340 55 24 21 309 50 22 3 43 7 3 18 266 43 19 15 217 35 15 6 93 6 15 LEGEND 25 AWDT PEAK PM NEW AM PEAK-HOUR TRIPS NEW DAILY TRIPS TRIP DISTRIBUTION % FIGURE 7 DEVELOPMENT TRIP DISTRIBUTION PM PEAK-HOUR ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School 90% CUP Traffic Impact Analysis Gibson Traffic Consultants, Inc. February 2017 [EMAIL REDACTED] 14 GTC #14-119 5.3 2022 Future Baseline Volumes and Level of Service The year 2022 was selected as the horizon year for the future analysis to encompass the addition of the dormitory even though the classroom building will be constructed/occupied by 2018, 2022 was utilized as the horizon year. The 2022 baseline (future without project) volumes have been calculated by applying a 2% annually compounding growth rate to the existing volumes. The 2022 baseline turning movement volumes for the AM, School PM and PM peak-hours are shown in Figure 8, Figure 9 and Figure 10, respectively. Under the 2022 baseline conditions most the study intersections will operate at LOS D or better. However, the intersection of SR-202 at NE 124th Street, is anticipated to operate at LOS E during the School PM peak-hour and the PM peak-hour under the 2022 baseline conditions. The 2022 future baseline level of service results for the AM peak-hour are summarized in Table 6, the School PM peak-hour are summarized in Table 7 and the PM peak-hour are summarized in Table 8. 5.4 2022 Future with School Volumes and Level of Service The 2022 future with development turning movement volumes are calculated by adding the additional school trips to the 2022 baseline turning movement volumes. The 2022 future turning movement volumes for the AM, School PM and PM peak-hour are shown in Figure 11, Figure 12 and Figure 13, respectively. The level of service analysis shows that many the study intersections will continue to operate at LOS D or better with the additional school trips. However, the intersection of SR-202 at NE 124th Street, is anticipated to operate at LOS E during the School PM peak-hour and LOS F during the PM peak-hour under the 2022 future conditions. Also, looking at the site access as a combined access results in LOS E during the AM peak-hour and LOS F during the School PM peak-hour; however, it’s anticipated that parents would utilize the middle and south access points and would have less of an impact compared to the combined access analysis. The 2022 future level of service results for the AM, School PM and PM peak-hour are summarized in Table 6, Table 7 and Table 8, respectively. The school impact to the intersection of SR-202 at NE 124th Street during the School PM peak- hour represents 2.10% (77 trips/3,671 trips) of the traffic through the intersection. During the PM peak-hour the schools impact to the intersection drops to 0.88% (37 trips/4,185 trips). This intersection has an improvement project identified in the 2013 Transportation Master Plan which would add one lane in each direction (northbound and southbound) from 160th Avenue NE extension to NE 124th Street. Mitigation fees paid to the City could be applied to this project. ATTACHMENT 15 ---PAGE BREAK--- AVE NE TRAFFIC IMPACT STUDY CITY OF REDMOND GIBSON TRAFFIC CONSULTANTS WILLOWS PREPARATORY SCHOOL (300 STUDENTS) N NE 124TH ST NE 116TH ST NE 85TH ST NE 90TH ST NE 80TH ST NE 104TH ST NE 110TH ST NE 11TH ST NE 116TH ST NE 128TH ST NE 130TH ST AVONDALE RD NE NOVELTY HILL RD UNION HILL RD 148TH AVE NE REDMOND-WOODINVILLE RD NE AVE WILLOWS RD 160TH AVE NE W LAKE SAMMAMISH PKWY LEARY WAY CLEVELAND ST 174TH AVE NE 176TH PL NE 172ND AVE NE 164TH AVE NE NE 122ND ST 178TH AVE NE 154TH PL NE NE 83RD ST REDMOND WAY 164TH 166TH GTC #14-119 162ND AVE NE 179TH AVE NE 176TH AVE NE SITE 225 42 178 72 617 AM PEAK-HOUR TURNING MOVEMENT VOLUMES XXX LEGEND 2022 BASELINE TRAFFIC VOLUMES AM PEAK-HOUR FIGURE 8 78 443 315 132 899 193 47 295 350 101 303 131 696 86 261 304 52 413 21 918 46 101 43 227 75 365 24 5 44 239 973 55 55 141 28 882 116 18 17 98 23 175 90 766 18 18 6 19 693 ATTACHMENT 15 ---PAGE BREAK--- AVE NE TRAFFIC IMPACT STUDY CITY OF REDMOND GIBSON TRAFFIC CONSULTANTS WILLOWS PREPARATORY SCHOOL (300 STUDENTS) N NE 124TH ST NE 116TH ST NE 85TH ST NE 90TH ST NE 80TH ST NE 104TH ST NE 110TH ST NE 11TH ST NE 116TH ST NE 128TH ST NE 130TH ST AVONDALE RD NE NOVELTY HILL RD UNION HILL RD 148TH AVE NE REDMOND-WOODINVILLE RD NE AVE WILLOWS RD 160TH AVE NE W LAKE SAMMAMISH PKWY LEARY WAY CLEVELAND ST 174TH AVE NE 176TH PL NE 172ND AVE NE 164TH AVE NE NE 122ND ST 178TH AVE NE 154TH PL NE NE 83RD ST REDMOND WAY 164TH 166TH GTC #14-119 162ND AVE NE 179TH AVE NE 176TH AVE NE SITE 511 130 658 87 352 190 345 161 159 387 66 119 601 265 355 680 266 498 178 212 114 166 828 74 512 11 93 20 110 108 876 18 8 48 50 382 33 43 61 42 341 72 119 54 106 64 520 168 677 17 33 20 39 985 SCHOOL PM PEAK-HOUR TURNING MOVEMENT VOLUMES XXX LEGEND 2022 BASELINE TRAFFIC VOLUMES SCHOOL PM PEAK-HOUR FIGURE 9 ATTACHMENT 15 ---PAGE BREAK--- AVE NE TRAFFIC IMPACT STUDY CITY OF REDMOND GIBSON TRAFFIC CONSULTANTS WILLOWS PREPARATORY SCHOOL (300 STUDENTS) N NE 124TH ST NE 116TH ST NE 85TH ST NE 90TH ST NE 80TH ST NE 104TH ST NE 110TH ST NE 11TH ST NE 116TH ST NE 128TH ST NE 130TH ST AVONDALE RD NE NOVELTY HILL RD UNION HILL RD 148TH AVE NE REDMOND-WOODINVILLE RD NE AVE WILLOWS RD 160TH AVE NE W LAKE SAMMAMISH PKWY LEARY WAY CLEVELAND ST 174TH AVE NE 176TH PL NE 172ND AVE NE 164TH AVE NE NE 122ND ST 178TH AVE NE 154TH PL NE NE 83RD ST REDMOND WAY 164TH 166TH GTC #14-119 162ND AVE NE 179TH AVE NE 176TH AVE NE SITE 544 117 782 95 359 154 419 115 203 417 89 126 702 278 455 866 324 565 268 275 96 155 855 77 562 23 106 46 74 87 893 42 15 78 55 358 32 61 46 34 269 59 146 78 126 110 684 238 832 6 20 18 24 1,106 PM PEAK-HOUR TURNING MOVEMENT VOLUMES XXX LEGEND 2022 BASELINE TRAFFIC VOLUMES PM PEAK-HOUR FIGURE 10 ATTACHMENT 15 ---PAGE BREAK--- AVE NE TRAFFIC IMPACT STUDY CITY OF REDMOND GIBSON TRAFFIC CONSULTANTS WILLOWS PREPARATORY SCHOOL (300 STUDENTS) N NE 124TH ST NE 116TH ST NE 85TH ST NE 90TH ST NE 80TH ST NE 104TH ST NE 110TH ST NE 11TH ST NE 116TH ST NE 128TH ST NE 130TH ST AVONDALE RD NE NOVELTY HILL RD UNION HILL RD 148TH AVE NE REDMOND-WOODINVILLE RD NE AVE WILLOWS RD 160TH AVE NE W LAKE SAMMAMISH PKWY LEARY WAY CLEVELAND ST 174TH AVE NE 176TH PL NE 172ND AVE NE 164TH AVE NE NE 122ND ST 178TH AVE NE 154TH PL NE NE 83RD ST REDMOND WAY 164TH 166TH GTC #14-119 162ND AVE NE 179TH AVE NE 176TH AVE NE SITE 275 42 189 72 658 AM PEAK-HOUR TURNING MOVEMENT VOLUMES XXX LEGEND 2022 FUTURE WITH PROJECT TRAFFIC VOLUMES AM PEAK-HOUR FIGURE 11 78 454 315 132 899 217 67 304 373 101 303 160 754 92 268 304 52 484 29 968 46 111 43 227 75 426 24 5 44 239 982 55 55 141 28 891 116 18 17 98 23 186 90 766 82 70 70 97 693 ATTACHMENT 15 ---PAGE BREAK--- AVE NE TRAFFIC IMPACT STUDY CITY OF REDMOND GIBSON TRAFFIC CONSULTANTS WILLOWS PREPARATORY SCHOOL (300 STUDENTS) N NE 124TH ST NE 116TH ST NE 85TH ST NE 90TH ST NE 80TH ST NE 104TH ST NE 110TH ST NE 11TH ST NE 116TH ST NE 128TH ST NE 130TH ST AVONDALE RD NE NOVELTY HILL RD UNION HILL RD 148TH AVE NE REDMOND-WOODINVILLE RD NE AVE WILLOWS RD 160TH AVE NE W LAKE SAMMAMISH PKWY LEARY WAY CLEVELAND ST 174TH AVE NE 176TH PL NE 172ND AVE NE 164TH AVE NE NE 122ND ST 178TH AVE NE 154TH PL NE NE 83RD ST REDMOND WAY 164TH 166TH GTC #14-119 162ND AVE NE 179TH AVE NE 176TH AVE NE SITE 539 130 664 87 385 190 351 161 159 387 80 135 608 283 355 680 282 544 183 216 114 166 868 80 552 11 99 20 110 108 910 18 8 48 50 389 33 43 61 42 348 72 119 54 106 64 526 168 677 53 74 71 83 985 SCHOOL PM PEAK-HOUR TURNING MOVEMENT VOLUMES XXX LEGEND 2022 FUTURE WITH PROJECT TRAFFIC VOLUMES SCHOOL PM PEAK-HOUR FIGURE 12 ATTACHMENT 15 ---PAGE BREAK--- AVE NE TRAFFIC IMPACT STUDY CITY OF REDMOND GIBSON TRAFFIC CONSULTANTS WILLOWS PREPARATORY SCHOOL (300 STUDENTS) N NE 124TH ST NE 116TH ST NE 85TH ST NE 90TH ST NE 80TH ST NE 104TH ST NE 110TH ST NE 11TH ST NE 116TH ST NE 128TH ST NE 130TH ST AVONDALE RD NE NOVELTY HILL RD UNION HILL RD 148TH AVE NE REDMOND-WOODINVILLE RD NE AVE WILLOWS RD 160TH AVE NE W LAKE SAMMAMISH PKWY LEARY WAY CLEVELAND ST 174TH AVE NE 176TH PL NE 172ND AVE NE 164TH AVE NE NE 122ND ST 178TH AVE NE 154TH PL NE NE 83RD ST REDMOND WAY 164TH 166TH GTC #14-119 162ND AVE NE 179TH AVE NE 176TH AVE NE SITE 559 117 785 95 374 154 422 115 203 417 96 133 705 287 455 866 332 587 270 277 96 155 876 80 581 23 109 46 74 87 911 42 15 78 55 362 32 61 46 34 273 59 146 78 126 110 684 238 832 24 39 42 47 1,106 PM PEAK-HOUR TURNING MOVEMENT VOLUMES XXX LEGEND 2022 FUTURE WITH PROJECT TRAFFIC VOLUMES PM PEAK-HOUR FIGURE 13 ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School 90% CUP Traffic Impact Analysis Gibson Traffic Consultants, Inc. February 2017 [EMAIL REDACTED] 21 GTC #14-119 Table 6: 2022 Baseline and Future Level of Service Summary – AM Peak-Hour Intersections 2016 Existing Conditions 2022 Future Conditions without School with School LOS Delay LOS Delay LOS Delay 1. SR-202 at NE 124th Street D 37.3 sec D 45.8 sec D 47.0 sec 2. SR-202 at NE 116th Street B 12.4 sec B 14.1 sec B 15.2 sec 3. SR-202 at NE 109th Street D 38.8 sec D 48.9 sec D 52.2 sec 4. SR-202 at NE 90th Street A 9.2 sec B 10.3 sec B 11.2 sec 5. 160th Avenue NE NE 90th Street C 24.9 sec C 27.7 sec C 28.5 sec 6. SR-202 at Site Access C 15.2 sec C 16.9 sec E 40.6 sec Table 7: 2022 Baseline and Future Level of Service Summary – School PM Peak-Hour Intersections 2016 Existing Conditions 2022 Future Conditions without School with School LOS Delay LOS Delay LOS Delay 1. SR-202 at NE 124th Street D 47.8 sec E 61.2 sec E 62.5 sec 2. SR-202 at NE 116th Street B 14.5 sec C 21.6 sec C 24.4 sec 3. SR-202 at NE 109th Street C 25.1 sec C 30.0 sec C 34.2 sec 4. SR-202 at NE 90th Street C 21.2 sec C 24.2 sec C 25.4 sec 5. 160th Avenue NE NE 90th Street B 19.3 sec C 20.6 sec C 20.7 sec 6. SR-202 at Site Access C 21.4 sec D 25.7 sec F 55.8 sec ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School 90% CUP Traffic Impact Analysis Gibson Traffic Consultants, Inc. February 2017 [EMAIL REDACTED] 22 GTC #14-119 Table 8: 2022 Baseline and Future Level of Service Summary – PM Peak-Hour Intersections 2016 Existing Conditions 2022 Future Conditions without School with School LOS Delay LOS Delay LOS Delay 1. SR-202 at NE 124th Street E 58.3 sec E 79.1 sec F 80.2 sec 2. SR-202 at NE 116th Street A 9.9 sec B 11.9 sec B 12.5 sec 3. SR-202 at NE 109th Street C 29.3 sec D 43.6 sec D 46.3 sec 4. SR-202 at NE 90th Street C 24.5 sec C 29.1 sec C 29.9 sec 5. 160th Avenue NE NE 90th Street B 19.3 sec C 23.1 sec C 23.2 sec 6. SR-202 at Site Access C 21.4 sec D 25.4 sec D 34.2 sec The level of service calculations are included in the attachments. 5.5 Existing Zoning 2022 Future Volumes and Level of Service The 2022 future with the existing R-1 and R-4 zoning (assuming a build-out of 60 residential units) turning movement volumes are calculated by adding the additional trips to the 2022 baseline turning movement volumes. The 2022 future turning movement volumes for the AM and PM peak- hour are included in the existing zoning analysis in the attachments. The level of service analysis shows that many the study intersections will continue to operate at LOS D or better with a small change in delay under the existing zoning. However, the intersection of SR-202 at NE 124th Street, is still anticipated to operate at LOS F during the PM peak-hour under the 2022 future conditions. The 2022 future with existing zoning build-out level of service results for the AM and PM peak-hour are summarized in Table 9 and Table 10, respectively. Table 9: Existing Zoning 2022 Future Level of Service Summary – AM Peak-Hour Intersections 2016 Existing Conditions 2022 Future Conditions with School with 60 Units LOS Delay LOS Delay LOS Delay 1. SR-202 at NE 124th Street D 37.3 sec D 47.0 sec D 46.1 sec 2. SR-202 at NE 116th Street B 12.4 sec B 15.2 sec B 14.4 sec 3. SR-202 at NE 109th Street D 38.8 sec D 52.2 sec D 49.9 sec 4. SR-202 at NE 90th Street A 9.2 sec B 11.2 sec B 10.5 sec 5. 160th Avenue NE NE 90th Street C 24.9 sec C 28.5 sec C 28.3 sec 6. SR-202 at Site Access C 15.2 sec E 40.6 sec C 20.0 sec ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School 90% CUP Traffic Impact Analysis Gibson Traffic Consultants, Inc. February 2017 [EMAIL REDACTED] 23 GTC #14-119 Table 10: Existing Zoning 2022 Future Level of Service Summary – PM Peak-Hour Intersections 2016 Existing Conditions 2022 Future Conditions with School with 60 Units LOS Delay LOS Delay LOS Delay 1. SR-202 at NE 124th Street E 58.3 sec F 80.2 sec F 80.0 sec 2. SR-202 at NE 116th Street A 9.9 sec B 12.5 sec B 12.3 sec 3. SR-202 at NE 109th Street C 29.3 sec D 46.3 sec D 46.2 sec 4. SR-202 at NE 90th Street C 24.5 sec C 29.9 sec C 29.8 sec 5. 160th Avenue NE NE 90th Street B 19.3 sec C 23.2 sec C 23.4 sec 6. SR-202 at Site Access C 21.4 sec D 34.2 sec D 29.2 sec 5.6 2022 Future Year Parking Demand Per the City of Redmond zoning code, grade schools (k-12) are required to provide adequate parking to accommodate peak use with no minimum or maximum identified. Parking generation for the WPS Phase I of the CUP expansion is based on data collected at the school on Tuesday, December 9, 2015 after 8:45 AM. The entire site will have 374 parking spaces of which 24 parking spaces are provided in the immediate vicinity to Phase I of the CUP. There are currently 15 staff and 97 students on-site during the parking counts. Total existing on-site parking demand during the AM peak period is 16 vehicles or a demand 0.165 parked vehicles per student. With 300 students proposed in Phase I there would be an on-site parking demand of 50 spaces during typical school operations. With the current students on the site and demand for 16 existing spaces; there will be a total parking demand for the site of 66 spaces. These spaces will be accommodated by the 24 new spaces to the north of the Phase I building and spaces within easy walking distance located around Building A which includes another 63 parking spaces for a total of 87 spaces. There are another 247 parking spaces in parking lot on the south and east side of the adjacent site and another 40 shared spaces on the south side of the church building to remain. The possible peak use of the site would be a whole school assembly with all 400 students on the site. National data identifies an average vehicle occupancy for social and recreational purposes as being 2.1 persons per vehicle. This would equate to 190 vehicles on-site, typically parking lots are deemed full with 85-90% utilization; this would require 224 spaces to be at 85% occupancy. This will be supported by the additional 247 spaces to the south and east on the site. There is a church on the site that will remain in operation and has services at 5:30 PM on Saturday, 9:30 AM and 11:00 AM on Sunday. During these times the school is not in operation and the parking spaces on the site can be utilized by the Church. ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School 90% CUP Traffic Impact Analysis Gibson Traffic Consultants, Inc. February 2017 [EMAIL REDACTED] 24 GTC #14-119 5.7 Drop-Off/Pick-up Queuing Analysis In addition to the parking spaces there is approximately 350 feet of drop-off/pick-up space from the Entry Plaza to SR-202, with space for approximately 4 vehicles for drop-off/pick-up simultaneously. The preferred traffic circulation plan is provided in T2.0. With 4 vehicles capable of being serviced simultaneously it’s anticipated the proposed parent loop would provide adequate queuing space to limit impacts to the City street system as the anticipated queuing would be 220 feet. This projected queuing is based on 121 vehicles (parent traffic to the site) arriving in a 20-minute period and having a service rate of 15 seconds to drop-off a student. The 15 seconds is the measured time for a vehicle to stop, drop-off the student, start moving again based on video observations. The queue identified as the additional queue beyond the area required for the vehicles being served simultaneously. It was assumed that the length required to service X vehicles was 22 feet multiplied by There will be enough width for vehicles to by-pass those dropping off/picking up thus allowing vehicles to enter the designated loading area while another vehicle loads. The width would also allow for double stacking if queuing becomes a problem. If there ever becomes an issue with impacts to SR-202 a secondary circulation plan is also shown on T2.0. This would involve parents entering the south access and looping around the site. This would provide over 1,400 feet of queuing distance before impacting SR-202. The school drop-off/pick-up is streamlined to provide quick service times for each vehicle. This is accomplished by parents arriving at assigned times, no early arrivals to wait in queue that would impact SR-202. Each car has a placard with the students last name that gets radioed into the pick- up location so that the student is ready to enter the vehicle quickly when it reaches the pick-up location. 6. TRAFFIC MITIGATION The majority of the study intersections operate at LOS D or better during the AM peak-hour, School PM peak-hour and PM peak-hour with the additional trips from the WPS remodel. Only the intersection of SR-202 at NE 124th Street anticipated to operate at LOS E or worse during the School PM peak-hour and PM peak-hour. The school impact to the intersection of SR-202 at NE 124th Street during the School PM peak-hour represents 2.10% (77 trips/3,671 trips) of the traffic through the intersection. During the PM peak-hour the schools impact to the intersection drops to 0.88% (37 trips/4,185 trips). The Redmond Municipal Code defines an elementary school as an educational institution that serves students between kindergarten and high school; for Phase 1 of the CUP the fee per student is $470.61 from the Impact Fee Schedule. With 300 students, this would equate to $141,183 before credit for the existing church which is $63,840; therefore, the net traffic impact fee is $77,343. ATTACHMENT 15 ---PAGE BREAK--- A Count Data – AM Peak-Hour ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com 01 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 Peak Hour Date: Thu, Oct 27, 2016 Peak Hour Count Period: 7:00 AM 9:00 AM SB 5.4% 0.90 TOTAL 4.1% 0.96 TH RT WB 2.4% 0.87 NB 3.1% 0.87 Peak Hour: 7:45 AM 8:45 AM HV PHF EB 7.6% 0.97 UT LT TH RT UT LT Rolling One Hour Eastbound Westbound Northbound Southbound UT LT TH RT Interval Start NE 124TH ST NE 124TH ST REDMOND-WOODINVILLE RD NE REDMOND-WOODINVILLE RD NE 15-min Total UT LT TH RT 0 39 180 16 0 56 16 141 46 580 0 7:15 AM 0 11 45 28 21 0 52 36 2 0 7:00 AM 0 13 27 39 0 30 157 14 138 56 707 0 7:45 AM 0 24 70 29 24 0 66 50 6 0 644 0 7:30 AM 0 11 45 34 0 50 213 44 3 0 10 150 62 756 2,687 8:00 AM 0 16 73 25 0 32 186 73 6 0 16 94 53 0 59 225 27 0 80 0 35 182 30 0 100 12 112 81 714 2,821 8:15 AM 0 20 59 41 28 0 63 76 10 0 21 89 71 711 2,918 8:45 AM 0 20 60 3 32 0 68 52 10 0 737 2,914 8:30 AM 0 30 67 21 0 45 205 61 16 0 20 98 75 687 2,849 48 5 0 23 89 84 0 27 221 31 0 76 0 171 798 117 0 Count Total 0 145 446 220 0 317 1,569 132 911 528 5,536 0 0 0 0 0 0 0 West North South 7:00 AM 5 5 2 0 90 269 209 0 561 440 58 0 280 2,918 0 311 262 42 0 69 393 116 10 22 0 EB WB NB SB Total East 7:45 AM 5 5 4 7 21 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 7:15 AM 3 11 0 0 0 0 7:30 AM 4 6 2 6 18 0 0 0 0 0 2 0 0 0 5 3 22 0 2 0 0 8:15 AM 7 9 7 16 39 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 13 7 4 9 33 0 0 0 0 0 0 0 8:45 AM 6 11 6 9 32 0 0 0 0 0 0 0 8:30 AM 11 5 4 8 28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 36 26 19 40 121 0 0 2 0 0 2 0 0 Count Total 54 59 34 68 215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N REDMOND-WOODINVILLE RD NE NE 124TH ST NE 124TH ST REDMOND- WOODINVILLE RD NE NE 124TH ST REDMOND- WOODINVILLE RD NE 2,918 TEV: 0.96 PHF: 280 393 69 742 469 0 117 798 171 1,086 380 0 42 262 311 615 680 0 116 269 90 475 1,389 0 Mark Skaggs: (425) 250-0777 [EMAIL REDACTED] A - 1 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com 02 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 WB 2.2% 0.92 NB 4.4% 0.91 Peak Hour: 7:30 AM 8:30 AM HV PHF EB - - Date: Thu, Oct 27, 2016 Peak Hour Count Period: 7:00 AM 9:00 AM SB 4.3% 0.88 TOTAL 3.7% 0.95 TH RT UT LT TH RT UT LT Rolling One Hour Eastbound Westbound Northbound Southbound UT LT TH RT Interval Start 0 NE 116TH ST REDMOND-WOODINVILLE RD NE REDMOND-WOODINVILLE RD NE 15-min Total UT LT TH RT 0 46 0 40 0 0 36 178 0 344 0 7:15 AM 0 0 0 0 27 0 0 53 10 0 7:00 AM 0 0 0 0 0 40 0 22 175 0 396 0 7:45 AM 0 0 0 0 50 0 0 74 10 0 402 0 7:30 AM 0 0 0 0 0 65 0 78 17 0 16 205 0 408 1,550 8:00 AM 0 0 0 0 0 69 0 98 9 0 20 151 0 0 72 0 58 0 0 0 64 0 72 0 0 13 139 0 382 1,588 8:15 AM 0 0 0 0 52 0 0 94 15 0 19 141 0 392 1,605 8:45 AM 0 0 0 0 62 0 0 86 15 0 423 1,609 8:30 AM 0 0 0 0 0 69 0 101 12 0 21 153 0 394 1,591 73 14 0 34 148 0 0 70 0 55 0 0 181 1,290 0 3,141 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 0 416 0 0 657 102 0 0 1,609 0 Peak Hour 0 367 46 0 76 618 0 0 Count Total 0 0 0 7:15 AM 0 1 2 1 4 0 0 0 0 0 0 0 0 West North South 7:00 AM 0 1 2 9 12 0 EB WB NB SB Total East 7:45 AM 0 0 3 7 10 0 0 0 0 0 0 0 7:30 AM 0 2 4 8 14 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 4 6 12 22 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 5 5 3 13 0 0 0 0 0 0 0 8:45 AM 0 5 5 4 14 0 0 0 0 0 0 0 8:30 AM 0 2 4 7 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 Peak Hr 0 11 18 30 59 0 0 0 0 1 1 0 0 Count Total 0 20 31 51 102 0 0 0 0 0 0 0 0 270 0 232 0 0 0 0 0 495 0 N REDMOND-WOODINVILLE RD NE NE 116TH ST NE 116TH ST REDMOND- WOODINVILLE RD NE REDMOND- WOODINVILLE RD NE 1,609 TEV: 0.95 PHF: 618 76 694 599 0 232 270 502 122 0 46 367 413 888 0 0 0 0 0 0 0 0 Mark Skaggs: (425) 250-0777 [EMAIL REDACTED] A - 2 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com 03 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 2 0 6 8 2 Peak Hour Date: Thu, Oct 27, 2016 Peak Hour Count Period: 7:00 AM 9:00 AM SB 2.6% 0.97 TOTAL 3.0% 0.97 TH RT WB 3.3% 0.87 NB 4.6% 0.94 Peak Hour: 7:30 AM 8:30 AM HV PHF EB 1.2% 0.89 UT LT TH RT UT LT Rolling One Hour Eastbound Westbound Northbound Southbound UT LT TH RT Interval Start 154TH PL NE NE 109TH ST REDMOND-WOODINVILLE RD NE REDMOND-WOODINVILLE RD NE 15-min Total UT LT TH RT 0 43 4 19 0 2 14 186 3 370 0 7:15 AM 0 1 14 24 23 0 5 48 12 0 7:00 AM 0 2 19 24 0 24 10 5 213 4 466 0 7:45 AM 0 2 8 47 21 0 2 59 23 0 455 0 7:30 AM 0 1 11 53 0 64 10 70 23 0 8 240 7 481 1,772 8:00 AM 0 1 13 58 0 37 3 92 10 0 5 208 13 0 50 16 22 0 8 0 51 9 26 0 5 5 195 9 450 1,852 8:15 AM 0 0 7 54 21 0 6 89 13 0 1 207 8 447 1,853 8:45 AM 0 1 6 52 17 0 2 68 5 0 475 1,872 8:30 AM 0 2 7 63 0 55 12 84 21 0 4 199 15 440 1,812 73 10 0 3 210 9 0 43 11 17 0 5 0 202 38 90 0 Count Total 0 10 85 375 0 367 75 45 1,658 68 3,584 0 1 0 0 1 0 0 West North South 7:00 AM 0 1 3 0 4 39 166 0 35 583 117 0 41 1,872 0 21 324 67 0 19 815 212 8 12 0 EB WB NB SB Total East 7:45 AM 0 5 3 4 12 0 5 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 7:15 AM 0 1 0 0 0 0 7:30 AM 2 3 4 4 13 1 4 0 0 0 0 0 0 0 2 1 4 0 0 0 0 8:15 AM 1 1 4 9 15 0 1 1 0 0 1 0 0 0 0 0 8:00 AM 0 2 8 6 16 0 0 0 0 0 0 0 8:45 AM 0 2 4 8 14 0 3 0 0 0 0 1 8:30 AM 3 1 4 7 15 1 2 0 0 0 1 1 0 0 0 0 3 0 1 0 0 1 3 0 4 Peak Hour 3 11 19 23 56 1 6 10 0 0 12 4 0 Count Total 6 16 32 47 101 2 1 0 0 7 1 0 0 1 0 0 6 0 1 0 1 N REDMOND-WOODINVILLE RD NE 154TH PL NE NE 109TH ST REDMOND- WOODINVILLE RD NE 154TH PL NE REDMOND- WOODINVILLE RD NE 1,872 TEV: 0.97 PHF: 41 815 19 875 418 0 90 38 202 330 125 0 67 324 21 412 1,229 0 212 39 4 255 100 0 Mark Skaggs: (425) 250-0777 [EMAIL REDACTED] A - 3 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com 04 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 1 2 6 3 4 4 3 25 17 WB - - NB 4.5% 0.81 Peak Hour: 7:45 AM 8:45 AM HV PHF EB 6.2% 0.84 Date: Thu, Oct 27, 2016 Peak Hour Count Period: 7:00 AM 9:00 AM SB 1.8% 0.92 TOTAL 2.7% 0.97 TH RT UT LT TH RT UT LT Rolling One Hour Eastbound Westbound Northbound Southbound UT LT TH RT Interval Start REDMOND-WOODINVILLE RD NE 0 NE 90TH ST REDMOND-WOODINVILLE RD NE 15-min Total UT LT TH RT 0 0 0 0 0 15 0 124 144 365 0 7:15 AM 0 40 0 7 0 0 14 41 0 0 7:00 AM 0 33 0 9 0 0 0 0 151 192 434 0 7:45 AM 0 36 0 9 0 0 13 33 0 0 419 0 7:30 AM 0 37 0 8 0 0 0 50 0 0 0 153 154 482 1,700 8:00 AM 0 42 0 12 0 0 0 62 0 0 0 146 210 0 0 0 0 0 19 0 0 0 0 0 14 0 134 211 472 1,807 8:15 AM 0 48 0 10 0 0 20 53 0 0 0 142 240 470 1,871 8:45 AM 0 54 0 8 0 0 11 39 0 0 447 1,835 8:30 AM 0 32 0 6 0 0 0 46 0 0 0 126 203 463 1,852 33 0 0 0 135 211 0 0 0 0 0 22 0 1,111 1,565 3,552 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 158 0 0 0 128 357 0 0 864 1,871 0 Peak Hour 64 200 0 0 0 548 37 0 Count Total 0 0 1 7:15 AM 0 0 2 3 5 0 0 0 0 0 0 0 1 West North South 7:00 AM 2 0 0 11 13 0 EB WB NB SB Total East 7:45 AM 2 0 1 5 8 0 0 0 0 0 2 1 7:30 AM 3 0 2 6 11 0 0 0 0 2 2 0 0 0 0 3 8:15 AM 3 0 4 6 13 0 0 0 0 0 0 0 0 0 0 6 8:00 AM 5 0 4 6 15 0 0 0 0 0 0 0 8:45 AM 3 0 6 10 19 3 3 0 0 0 4 4 8:30 AM 2 0 3 9 14 0 0 0 0 1 1 0 0 0 2 0 1 0 0 0 2 2 0 0 22 Peak Hr 12 0 12 26 50 0 0 0 0 8 8 0 3 Count Total 20 0 22 56 98 0 17 0 4 4 0 0 0 0 0 0 0 322 0 69 0 0 0 0 4 0 0 17 0 0 N NE 90TH ST REDMOND-WOODINVILLE RD NE REDMOND- WOODINVILLE RD NE NE 90TH ST REDMOND- WOODINVILLE RD NE 1,871 TEV: 0.97 PHF: [PHONE REDACTED] 358 0 200 64 264 585 0 37 158 195 928 0 Mark Skaggs: (425) 250-0777 [EMAIL REDACTED] A - 4 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com 05 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 8 7 11 9 7 11 20 15 88 53 Peak Hour Date: Thu, Oct 27, 2016 Peak Hour Count Period: 7:00 AM 9:00 AM SB 1.3% 0.87 TOTAL 3.5% 0.94 TH RT WB 2.2% 0.97 NB 5.1% 0.72 Peak Hour: 8:00 AM 9:00 AM HV PHF EB 9.0% 0.92 UT LT TH RT UT LT Rolling One Hour Eastbound Westbound Northbound Southbound UT LT TH RT Interval Start NE 90TH ST NE 90TH ST 160TH AVE NE 160TH AVE NE 15-min Total UT LT TH RT 0 17 126 0 0 17 11 7 14 254 0 7:15 AM 0 5 33 21 2 0 15 4 4 0 7:00 AM 0 3 28 13 0 17 136 11 7 27 282 0 7:45 AM 0 1 38 24 13 0 12 8 2 0 280 0 7:30 AM 0 2 30 11 0 9 150 9 2 0 17 15 18 349 1,165 8:00 AM 0 5 41 22 0 33 192 7 4 0 9 13 25 0 22 167 12 0 27 0 20 196 4 0 19 13 9 28 373 1,284 8:15 AM 0 6 39 18 3 0 18 5 4 0 8 14 34 372 1,455 8:45 AM 0 4 41 24 14 0 21 2 2 0 361 1,365 8:30 AM 0 5 34 16 0 19 203 3 3 0 14 10 29 401 1,507 5 7 0 14 16 34 0 31 192 4 0 29 0 103 783 25 0 Count Total 0 31 284 149 0 168 1,362 97 91 209 2,672 0 0 0 0 0 0 7 West North South 7:00 AM 3 3 3 0 20 155 52 0 158 43 28 0 125 1,507 0 87 15 16 0 49 49 80 1 10 0 EB WB NB SB Total East 7:45 AM 5 4 2 0 11 0 1 2 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 1 7:15 AM 5 1 9 0 0 2 7:30 AM 3 4 2 0 9 0 0 1 0 0 2 0 5 0 4 0 10 0 2 2 2 8:15 AM 7 4 2 1 14 0 0 0 0 0 0 0 3 4 1 2 8:00 AM 4 4 1 2 11 0 0 0 1 1 2 2 8:45 AM 5 9 2 0 16 0 3 1 13 3 3 3 8:30 AM 7 3 1 0 11 0 3 0 0 2 2 1 4 3 7 4 1 0 2 0 0 2 3 13 14 Peak Hour 23 20 6 3 52 0 5 7 2 3 12 9 52 Count Total 39 32 17 4 92 0 9 0 2 7 5 27 12 0 2 0 5 12 9 27 5 N 160TH AVE NE NE 90TH ST NE 90TH ST 160TH AVE NE NE 90TH ST 160TH AVE NE 1,507 TEV: 0.94 PHF: 125 49 49 223 60 0 25 783 103 911 220 0 16 15 87 118 232 0 80 155 20 255 995 0 Mark Skaggs: (425) 250-0777 [EMAIL REDACTED] A - 5 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com Date: to to 0 0 0 Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total Total 0 0 0 0 0 0 0 0 0 0 SR 202 PHF: 0.85 SR 202 SOUTH DW Tue, Dec 09, 2014 Peak Hour Peak Hour: 7:15 AM 8:15 AM 888 503 Count Period: 888 0 7:00 AM 9:00 AM 0 0 SOUTH DW 17 493 17 10 10 TEV: 1,408 0 SR 202 888 510 NB 4.3% TOTAL 3.5% Rolling One Hour SOUTH DW Eastbound LT 0 0 0 0 0 141 0 0 0 0 0 302 SR 202 Southbound TH RT 3 127 1 0.86 SB 3.0% 0.85 PHF WB 0.0% 0.63 HV 0 0 0 0 8:00 AM 7:45 AM 7:30 AM 7:15 AM 7:00 AM 8:45 AM 8:30 AM EB Interval Start 0 0 Interval Start 13 0 0 9 0 0 8:15 AM 0 0 0 0 19 0 7 Heavy Vehicle Totals Bicycles Peak Hr Count Total 125 WB 0 0 0 4 7:45 AM 0 0 4 9 13 0 7:15 AM 0 0 5 4 NB SB EB WB NB SB Total 7:30 AM 0 0 6 5 11 0 0 9 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 8:45 AM 0 1 2 7 9 16 0 0 8:15 AM 0 8:30 AM 0 0 1 7 10 13 0 4 9 13 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 South East West North 60 1,352 Peak Hr 0 0 22 27 49 33 62 Count Total 0 1 96 0 0 0 0 0 0 121 26 119 0 0 366 276 0 0 0 493 17 2,715 1,408 1,313 0 200 0 0 145 Pedestrians (Crossing Leg) 0 0 0 1,408 1,401 0 SR 202 Northbound LT 0 RT 76 15-min Total 0 4 0 5 RT 226 0 8 262 0 0 111 5 12 0 0 0 0 0 SOUTH DW Westbound LT TH RT 0 2 0 0 0 0 0 0 0 0 0 0 0 10 0 0 41 0 0 0 0 2 0 2 0 0 0 0 0 0 0 370 415 315 308 363 0 888 0 0 1,680 0 0 0 0 0 0 934 5 0 0.85 0 TH LT TH 0 221 0 1,402 0 238 0 0 198 0 0 190 0 0 114 0 N Mark Skaggs: 425 - 250 - 0777 [EMAIL REDACTED] A - 6 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com Date: to to 0 0 0 Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total Total 0 0 0 0 0 0 0 0 0 0 SR 202 PHF: 0.88 SR 202 SOUTH PARKING LOT Tue, Dec 09, 2014 Peak Hour Peak Hour: 7:15 AM 8:15 AM 893 507 Count Period: 877 16 7:00 AM 9:00 AM 0 0 SOUTH PARKING LOT 16 507 0 0 5 TEV: 1,405 5 SR 202 882 507 NB 3.7% TOTAL 3.1% Rolling One Hour SOUTH PARKING LOT Eastbound LT 0 0 0 0 0 143 0 0 0 0 2 303 SR 202 Southbound TH RT 0 135 0 0.89 SB 2.7% 0.88 PHF WB 0.0% 0.42 HV 0 0 0 0 8:00 AM 7:45 AM 7:30 AM 7:15 AM 7:00 AM 8:45 AM 8:30 AM EB Interval Start 0 0 Interval Start 11 0 0 8 0 0 8:15 AM 7 0 0 0 0 0 0 Heavy Vehicle Totals Bicycles Peak Hr Count Total 128 WB 0 0 0 3 7:45 AM 0 0 3 10 13 0 7:15 AM 0 0 5 3 NB SB EB WB NB SB Total 7:30 AM 0 0 5 4 9 0 0 8 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 8:45 AM 0 0 3 6 7 13 0 0 8:15 AM 0 8:30 AM 0 0 3 2 1 4 0 5 2 7 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 South East West North 1 1,319 Peak Hr 0 0 19 24 43 33 37 Count Total 0 0 70 0 0 0 0 0 0 143 0 119 0 0 333 283 0 0 0 507 0 2,676 1,405 1,287 3 180 0 1 163 Pedestrians (Crossing Leg) 0 0 0 1,405 1,386 0 SR 202 Northbound LT 0 RT 76 15-min Total 0 0 0 1 RT 225 0 0 248 1 0 115 0 1 0 0 0 0 0 SOUTH PARKING LOT Westbound LT TH RT 0 0 9 0 0 0 0 0 0 0 0 5 0 0 21 0 1 0 0 0 0 0 3 0 1 0 0 0 0 0 6 371 400 315 319 352 16 877 0 26 1,654 0 0 0 0 0 0 973 0 0 0.88 0 TH LT TH 4 209 0 1,389 4 232 0 3 197 0 3 200 0 0 114 0 N Mark Skaggs: 425 - 250 - 0777 [EMAIL REDACTED] A - 7 ATTACHMENT 15 ---PAGE BREAK--- B Count Data – School PM Peak-Hour ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com 01 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 Peak Hour Date: Thu, Oct 27, 2016 Peak Hour Count Period: 2:00 PM 4:00 PM SB 2.6% 0.95 TOTAL 2.1% 0.93 TH RT WB 1.8% 0.84 NB 2.5% 0.96 Peak Hour: 3:00 PM 4:00 PM HV PHF EB 1.7% 0.95 UT LT TH RT UT LT Rolling One Hour Eastbound Westbound Northbound Southbound UT LT TH RT Interval Start NE 124TH ST NE 124TH ST REDMOND-WOODINVILLE RD NE REDMOND-WOODINVILLE RD NE 15-min Total UT LT TH RT 0 8 88 35 0 67 29 73 39 583 0 2:15 PM 0 32 105 54 23 0 41 64 25 0 2:00 PM 0 51 97 54 0 10 77 37 93 40 680 0 2:45 PM 0 65 129 54 26 0 54 97 21 0 625 0 2:30 PM 0 63 99 59 0 8 83 74 22 0 25 73 42 765 2,653 3:00 PM 0 66 139 49 0 9 79 138 24 0 46 79 29 0 18 98 34 0 51 0 13 68 25 0 66 44 70 46 741 2,811 3:15 PM 0 71 163 60 34 0 64 121 20 0 39 80 33 840 3,103 3:45 PM 0 81 153 68 41 0 56 145 27 0 757 2,943 3:30 PM 0 97 149 59 0 19 95 113 35 0 48 60 35 854 3,192 155 24 0 38 96 29 0 18 102 41 0 49 0 59 344 141 0 Count Total 0 526 1,034 457 0 103 690 306 624 293 5,845 0 0 0 0 0 0 0 West North South 2:00 PM 5 3 2 0 315 604 259 0 448 907 198 0 143 3,192 0 235 534 106 0 169 306 236 5 15 0 EB WB NB SB Total East 2:45 PM 8 9 6 3 26 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 2:15 PM 6 3 0 0 0 0 2:30 PM 4 4 5 5 18 0 0 0 0 0 0 0 0 0 4 3 16 0 0 0 0 3:15 PM 6 0 5 6 17 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 8 5 4 4 21 0 0 0 0 0 0 0 3:45 PM 4 2 6 3 15 0 0 0 0 0 0 0 3:30 PM 2 3 7 3 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 20 10 22 16 68 0 0 0 0 0 0 0 0 Count Total 43 29 39 32 143 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N REDMOND-WOODINVILLE RD NE NE 124TH ST NE 124TH ST REDMOND- WOODINVILLE RD NE NE 124TH ST REDMOND- WOODINVILLE RD NE 3,192 TEV: 0.93 PHF: 143 306 169 618 990 0 141 344 59 544 879 0 106 534 235 875 601 0 236 604 315 1,155 722 0 Mark Skaggs: (425) 250-0777 [EMAIL REDACTED] B - 1 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com 02 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 4 0 0 0 4 4 WB 2.8% 0.89 NB 1.8% 0.94 Peak Hour: 3:00 PM 4:00 PM HV PHF EB - - Date: Thu, Oct 27, 2016 Peak Hour Count Period: 2:00 PM 4:00 PM SB 3.0% 0.82 TOTAL 2.4% 0.91 TH RT UT LT TH RT UT LT Rolling One Hour Eastbound Westbound Northbound Southbound UT LT TH RT Interval Start 0 NE 116TH ST REDMOND-WOODINVILLE RD NE REDMOND-WOODINVILLE RD NE 15-min Total UT LT TH RT 0 13 0 34 0 0 37 96 0 306 0 2:15 PM 0 0 0 0 30 0 0 101 27 0 2:00 PM 0 0 0 0 0 15 0 43 97 0 369 0 2:45 PM 0 0 0 0 38 0 0 135 33 0 345 0 2:30 PM 0 0 0 0 0 23 0 145 12 0 32 109 0 419 1,439 3:00 PM 0 0 0 0 0 36 0 169 29 0 57 105 0 0 18 0 41 0 0 0 19 0 45 0 0 30 88 0 402 1,535 3:15 PM 0 0 0 0 45 0 0 164 39 0 36 127 0 450 1,702 3:45 PM 0 0 0 0 55 0 0 173 41 0 431 1,621 3:30 PM 0 0 0 0 0 18 0 203 27 0 37 100 0 488 1,771 195 40 0 55 127 0 0 28 0 43 0 0 327 849 0 3,210 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 0 331 0 0 1,285 248 0 0 1,771 0 Peak Hour 0 735 147 0 158 442 0 0 Count Total 0 0 0 2:15 PM 0 5 2 4 11 0 0 0 0 0 0 0 0 West North South 2:00 PM 0 2 3 4 9 0 EB WB NB SB Total East 2:45 PM 0 3 5 4 12 0 0 0 0 0 0 0 2:30 PM 0 2 6 3 11 0 0 0 0 0 0 0 0 0 2 0 3:15 PM 0 3 5 5 13 0 0 0 1 0 1 2 0 0 0 0 3:00 PM 0 1 2 4 7 0 0 0 0 0 0 0 3:45 PM 0 3 4 3 10 0 0 0 0 0 0 0 3:30 PM 0 1 5 6 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 Peak Hr 0 8 16 18 42 0 0 0 1 0 1 2 0 Count Total 0 20 32 33 85 0 0 1 0 1 2 0 2 101 0 188 0 0 0 0 0 170 0 N REDMOND-WOODINVILLE RD NE NE 116TH ST NE 116TH ST REDMOND- WOODINVILLE RD NE REDMOND- WOODINVILLE RD NE 1,771 TEV: 0.91 PHF: 442 158 600 923 0 188 101 289 305 0 147 735 882 543 0 0 1 0 2 0 0 2 Mark Skaggs: (425) 250-0777 [EMAIL REDACTED] B - 2 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com 03 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 3 1 4 2 0 0 0 1 11 1 Peak Hour Date: Thu, Oct 27, 2016 Peak Hour Count Period: 2:00 PM 4:00 PM SB 2.6% 0.86 TOTAL 2.0% 0.98 TH RT WB 3.5% 0.75 NB 1.2% 0.96 Peak Hour: 3:00 PM 4:00 PM HV PHF EB 2.1% 0.78 UT LT TH RT UT LT Rolling One Hour Eastbound Westbound Northbound Southbound UT LT TH RT Interval Start 154TH PL NE NE 109TH ST REDMOND-WOODINVILLE RD NE REDMOND-WOODINVILLE RD NE 15-min Total UT LT TH RT 0 14 2 19 0 3 16 95 2 318 0 2:15 PM 0 0 12 9 18 0 3 105 25 0 2:00 PM 0 0 12 9 0 33 0 16 104 3 377 0 2:45 PM 0 2 8 5 23 0 11 158 18 0 342 0 2:30 PM 0 4 13 4 0 18 5 141 23 0 9 108 2 371 1,408 3:00 PM 0 2 9 13 0 38 4 168 27 0 13 108 2 0 8 4 20 0 6 0 26 2 18 0 5 13 114 3 433 1,523 3:15 PM 0 3 7 6 24 0 4 183 26 0 16 114 3 435 1,647 3:45 PM 0 2 15 7 22 0 3 201 21 0 408 1,589 3:30 PM 0 0 12 18 0 19 6 205 22 0 23 90 1 438 1,714 189 27 0 14 137 3 0 15 6 19 0 4 0 98 18 83 0 Count Total 0 13 88 71 0 171 29 120 870 19 3,122 0 0 0 1 1 0 0 West North South 2:00 PM 4 4 4 0 7 43 163 0 39 1,350 189 0 10 1,714 0 16 778 96 0 66 455 44 1 13 0 EB WB NB SB Total East 2:45 PM 1 1 7 1 10 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 3 2:15 PM 1 1 0 0 4 1 2:30 PM 0 3 5 3 11 0 0 0 0 0 0 0 0 0 6 6 14 0 0 0 0 3:15 PM 0 1 3 6 10 0 0 0 0 0 0 0 0 0 0 2 3:00 PM 1 5 3 4 13 0 0 0 0 0 0 0 3:45 PM 0 1 2 1 4 0 2 0 0 0 0 0 3:30 PM 1 0 3 3 7 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 11 Peak Hour 2 7 11 14 34 2 0 0 0 1 3 0 0 Count Total 8 16 33 25 82 2 1 0 0 2 0 0 0 2 0 0 0 0 1 0 0 N REDMOND-WOODINVILLE RD NE 154TH PL NE NE 109TH ST REDMOND- WOODINVILLE RD NE 154TH PL NE REDMOND- WOODINVILLE RD NE 1,714 TEV: 0.98 PHF: 10 455 66 531 868 0 83 18 98 199 205 0 96 778 16 890 597 0 44 43 7 94 44 0 Mark Skaggs: (425) 250-0777 [EMAIL REDACTED] B - 3 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com 04 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 1 4 8 2 2 8 4 30 16 WB - - NB 1.7% 0.92 Peak Hour: 3:00 PM 4:00 PM HV PHF EB 1.7% 0.93 Date: Thu, Oct 27, 2016 Peak Hour Count Period: 2:00 PM 4:00 PM SB 2.0% 0.84 TOTAL 1.8% 0.93 TH RT UT LT TH RT UT LT Rolling One Hour Eastbound Westbound Northbound Southbound UT LT TH RT Interval Start REDMOND-WOODINVILLE RD NE 0 NE 90TH ST REDMOND-WOODINVILLE RD NE 15-min Total UT LT TH RT 0 0 0 0 0 8 0 67 72 341 0 2:15 PM 0 103 0 28 0 0 17 67 0 0 2:00 PM 0 100 0 18 0 0 0 0 81 74 410 0 2:45 PM 0 98 0 24 0 0 15 104 0 0 369 0 2:30 PM 0 113 0 23 0 0 0 86 0 0 0 86 58 410 1,530 3:00 PM 0 133 0 25 0 0 0 121 0 0 0 80 69 0 0 0 0 0 18 0 0 0 0 0 17 0 74 71 418 1,607 3:15 PM 0 152 0 32 0 0 19 96 0 0 0 71 85 487 1,784 3:45 PM 0 140 0 29 0 0 20 123 0 0 469 1,707 3:30 PM 0 159 0 29 0 0 0 111 0 0 0 71 86 508 1,882 124 0 0 0 97 97 0 0 0 0 0 21 0 627 612 3,412 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 584 0 0 0 135 832 0 0 339 1,882 0 Peak Hour 77 454 0 0 0 313 115 0 Count Total 0 0 1 2:15 PM 7 0 4 6 17 0 0 0 0 0 0 0 0 West North South 2:00 PM 2 0 1 4 7 0 EB WB NB SB Total East 2:45 PM 1 0 5 2 8 0 0 0 1 0 3 1 2:30 PM 3 0 2 6 11 0 0 0 0 0 0 0 0 0 0 2 3:15 PM 6 0 2 7 15 0 0 0 0 0 0 0 0 0 0 8 3:00 PM 1 0 2 0 3 0 0 0 0 3 3 0 3:45 PM 4 0 1 2 7 1 1 0 0 1 7 2 3:30 PM 1 0 4 4 9 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 1 28 Peak Hr 12 0 9 13 34 0 0 0 0 4 4 0 1 Count Total 25 0 21 31 77 0 15 0 1 1 0 0 1 0 0 0 0 998 0 208 0 0 0 0 1 0 1 15 0 0 N NE 90TH ST REDMOND-WOODINVILLE RD NE REDMOND- WOODINVILLE RD NE NE 90TH ST REDMOND- WOODINVILLE RD NE 1,882 TEV: 0.93 PHF: 339 313 652 1,038 0 454 77 531 428 0 115 584 699 416 0 Mark Skaggs: (425) 250-0777 [EMAIL REDACTED] B - 4 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com 05 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 6 19 31 7 7 8 14 11 103 40 Peak Hour Date: Thu, Oct 27, 2016 Peak Hour Count Period: 2:00 PM 4:00 PM SB 3.3% 0.78 TOTAL 3.0% 0.96 TH RT WB 4.0% 0.93 NB 2.8% 0.83 Peak Hour: 3:00 PM 4:00 PM HV PHF EB 2.4% 0.94 UT LT TH RT UT LT Rolling One Hour Eastbound Westbound Northbound Southbound UT LT TH RT Interval Start NE 90TH ST NE 90TH ST 160TH AVE NE 160TH AVE NE 15-min Total UT LT TH RT 0 13 50 3 0 15 10 8 8 271 0 2:15 PM 0 7 79 15 6 0 19 3 16 0 2:00 PM 0 16 57 36 0 17 75 7 6 4 289 0 2:45 PM 0 10 68 24 13 0 15 14 22 0 233 0 2:30 PM 0 4 87 38 0 13 66 9 14 0 10 12 6 258 1,051 3:00 PM 1 16 116 23 0 16 82 8 17 0 7 7 13 0 10 76 4 0 14 0 14 60 12 0 27 3 5 15 341 1,121 3:15 PM 0 14 118 44 5 0 17 16 26 0 4 7 14 361 1,322 3:45 PM 0 11 108 40 12 0 20 10 23 0 362 1,250 3:30 PM 0 15 120 42 0 19 75 8 26 0 11 13 15 377 1,441 14 31 0 11 13 10 0 15 86 8 0 30 0 64 303 37 0 Count Total 1 93 753 262 0 117 570 63 71 85 2,492 0 0 0 0 0 3 3 West North South 2:00 PM 3 1 1 1 56 462 63 0 157 82 175 0 54 1,441 0 94 48 106 0 29 38 149 0 5 0 EB WB NB SB Total East 2:45 PM 2 1 2 0 5 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 2:15 PM 4 4 27 2 2 1 2:30 PM 2 2 3 1 8 0 0 0 0 0 0 3 13 2 1 1 10 0 0 0 1 3:15 PM 5 7 2 2 16 0 0 0 0 0 0 0 6 5 0 2 3:00 PM 3 0 1 0 4 0 0 0 0 0 0 0 3:45 PM 4 2 3 2 11 0 1 2 9 3 0 1 3:30 PM 4 7 1 0 12 0 1 0 0 0 0 1 5 1 7 3 0 1 0 0 0 1 1 11 7 Peak Hour 16 16 7 4 43 1 1 1 0 0 2 10 75 Count Total 27 24 14 6 71 1 2 0 0 2 4 27 7 1 0 0 1 7 2 27 4 N 160TH AVE NE NE 90TH ST NE 90TH ST 160TH AVE NE NE 90TH ST 160TH AVE NE 1,441 TEV: 0.96 PHF: 54 38 29 121 141 0 37 303 64 404 597 0 106 48 94 248 251 0 149 462 56 668 452 1 Mark Skaggs: (425) 250-0777 [EMAIL REDACTED] B - 5 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com Date: to to 0 0 0 Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total Total 0 0 0 0 0 0 0 0 0 0 SR 202 PHF: 0.91 SR 202 SOUTH DW Tue, Dec 09, 2014 Peak Hour Peak Hour: 3:00 PM 4:00 PM 612 900 Count Period: 612 0 2:00 PM 4:00 PM 0 0 SOUTH DW 33 882 33 18 18 TEV: 1,545 0 SR 202 612 915 NB 1.6% TOTAL 1.6% Rolling One Hour SOUTH DW Eastbound LT 0 0 0 0 0 172 0 0 0 0 0 306 SR 202 Southbound TH RT 0 177 3 0.92 SB 1.6% 0.89 PHF WB 0.0% 0.50 HV 0 0 0 0 3:00 PM 2:45 PM 2:30 PM 2:15 PM 2:00 PM 3:45 PM 3:30 PM EB Interval Start 0 0 Interval Start 5 0 0 10 0 0 3:15 PM 0 0 0 0 6 0 3 Heavy Vehicle Totals Bicycles Peak Hr Count Total 221 WB 0 0 0 3 2:45 PM 0 0 6 4 10 0 2:15 PM 0 0 8 2 NB SB EB WB NB SB Total 2:30 PM 0 0 8 1 9 0 0 2 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 0 0 3:45 PM 0 0 4 2 6 8 0 0 3:15 PM 0 3:30 PM 0 0 2 3 0 4 0 7 1 8 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 South East West North 37 1,496 Peak Hr 0 0 15 10 25 40 19 Count Total 0 0 59 0 0 0 0 0 0 222 4 247 0 0 384 425 0 0 0 882 33 2,841 1,545 1,545 0 152 0 0 172 Pedestrians (Crossing Leg) 0 0 0 1,333 1,423 0 SR 202 Northbound LT 0 RT 140 15-min Total 0 2 0 9 RT 166 0 1 136 0 0 192 11 15 0 0 0 0 0 SOUTH DW Westbound LT TH RT 0 0 0 0 0 0 0 0 0 0 0 0 0 18 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 303 311 376 343 393 0 612 0 0 1,196 0 0 0 0 0 0 1,588 3 0 0.91 0 TH LT TH 0 148 0 1,296 0 126 0 0 156 0 0 140 0 0 217 0 N Mark Skaggs: 425 - 250 - 0777 [EMAIL REDACTED] B - 6 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com Date: to to 0 0 0 Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total Total 0 0 0 0 0 0 0 0 0 0 SR 202 PHF: 0.91 SR 202 SOUTH PARKING LOT Tue, Dec 09, 2014 Peak Hour Peak Hour: 3:00 PM 4:00 PM 618 932 Count Period: 603 15 2:00 PM 4:00 PM 0 0 SOUTH PARKING LOT 17 921 2 11 29 TEV: 1,570 18 SR 202 621 923 NB 1.6% TOTAL 1.1% Rolling One Hour SOUTH PARKING LOT Eastbound LT 0 0 0 0 0 176 0 0 0 0 0 281 SR 202 Southbound TH RT 0 179 1 0.86 SB 0.2% 0.91 PHF WB 6.9% 0.48 HV 0 0 0 0 3:00 PM 2:45 PM 2:30 PM 2:15 PM 2:00 PM 3:45 PM 3:30 PM EB Interval Start 0 0 Interval Start 3 0 0 8 0 0 3:15 PM 5 0 0 0 1 1 4 Heavy Vehicle Totals Bicycles Peak Hr Count Total 233 WB 0 0 0 3 2:45 PM 0 0 3 1 4 0 2:15 PM 0 0 8 0 NB SB EB WB NB SB Total 2:30 PM 0 0 5 0 5 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 1 0 0 0 3:45 PM 0 0 4 2 1 4 0 0 3:15 PM 0 3:30 PM 0 0 2 0 0 4 1 7 0 8 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 South East West North 3 1,517 Peak Hr 0 2 15 1 18 34 2 Count Total 0 2 38 0 0 0 0 0 0 226 1 266 0 0 385 432 0 0 0 921 2 2,855 1,570 1,570 3 149 0 3 157 Pedestrians (Crossing Leg) 0 0 0 1,339 1,439 0 SR 202 Northbound LT 0 RT 134 15-min Total 0 1 0 4 RT 147 0 0 127 1 0 196 0 0 0 0 0 0 0 SOUTH PARKING LOT Westbound LT TH RT 0 2 11 0 0 0 0 0 0 0 0 18 0 11 21 0 15 0 0 1 0 2 1 1 1 0 0 0 0 0 2 318 307 379 335 418 15 603 0 21 1,169 0 0 0 0 0 0 1,626 1 0 0.91 0 TH LT TH 4 166 0 1,285 2 134 0 2 158 0 5 131 0 0 216 0 N Mark Skaggs: 425 - 250 - 0777 [EMAIL REDACTED] B - 7 ATTACHMENT 15 ---PAGE BREAK--- C Count Data – PM Peak-Hour ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com 01 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 Peak Hour Date: Thu, Oct 27, 2016 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.6% 0.95 TOTAL 1.9% 0.98 TH RT WB 2.7% 0.91 NB 2.0% 0.97 Peak Hour: 4:15 PM 5:15 PM HV PHF EB 1.6% 0.88 UT LT TH RT UT LT Rolling One Hour Eastbound Westbound Northbound Southbound UT LT TH RT Interval Start NE 124TH ST NE 124TH ST REDMOND-WOODINVILLE RD NE REDMOND-WOODINVILLE RD NE 15-min Total UT LT TH RT 0 23 108 37 0 65 32 90 28 931 0 4:15 PM 0 97 182 72 46 0 76 161 36 0 4:00 PM 0 97 203 76 0 11 75 34 92 29 919 0 4:45 PM 0 100 189 64 48 0 66 156 29 0 914 0 4:30 PM 0 97 182 61 0 27 98 149 26 0 26 96 33 910 3,674 5:00 PM 0 110 216 91 0 14 73 156 29 0 42 92 26 0 15 91 53 0 53 0 14 83 41 0 50 35 92 14 940 3,683 5:15 PM 0 93 191 61 42 0 63 162 28 0 38 78 19 828 3,554 5:45 PM 0 101 177 0 64 0 57 151 33 0 876 3,645 5:30 PM 0 96 202 0 0 9 81 160 21 0 49 94 19 819 3,463 138 38 0 38 88 28 0 13 98 41 0 59 0 79 370 180 0 Count Total 0 791 1,542 425 0 126 707 294 722 196 7,137 0 0 0 0 0 0 0 West North South 4:00 PM 4 5 8 0 404 769 372 0 489 1,233 240 0 102 3,683 0 247 623 112 0 137 372 288 3 20 0 EB WB NB SB Total East 4:45 PM 2 3 3 2 10 0 1 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 4:15 PM 10 9 0 0 0 0 4:30 PM 8 0 6 5 19 1 0 0 0 0 0 0 0 0 6 1 26 0 0 0 0 5:15 PM 2 4 2 3 11 0 0 0 0 0 1 0 0 0 0 0 5:00 PM 3 5 5 2 15 1 0 0 0 0 0 0 5:45 PM 1 2 1 2 6 0 0 0 0 0 0 0 5:30 PM 3 1 4 1 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 23 17 20 10 70 2 0 0 0 0 2 0 0 Count Total 33 29 35 19 116 2 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 N REDMOND-WOODINVILLE RD NE NE 124TH ST NE 124TH ST REDMOND- WOODINVILLE RD NE NE 124TH ST REDMOND- WOODINVILLE RD NE 3,683 TEV: 0.98 PHF: 102 372 137 611 1,207 0 180 370 79 629 1,018 0 112 623 247 982 739 0 288 769 404 1,461 719 0 Mark Skaggs: (425) 250-0777 [EMAIL REDACTED] C - 1 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com 02 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 1 0 0 0 0 0 1 1 WB 3.0% 0.82 NB 2.0% 0.99 Peak Hour: 4:15 PM 5:15 PM HV PHF EB - - Date: Thu, Oct 27, 2016 Peak Hour Count Period: 4:00 PM 6:00 PM SB 2.7% 0.93 TOTAL 2.4% 0.97 TH RT UT LT TH RT UT LT Rolling One Hour Eastbound Westbound Northbound Southbound UT LT TH RT Interval Start 0 NE 116TH ST REDMOND-WOODINVILLE RD NE REDMOND-WOODINVILLE RD NE 15-min Total UT LT TH RT 0 25 0 53 0 0 57 108 0 467 0 4:15 PM 0 0 0 0 51 0 0 201 35 0 4:00 PM 0 0 0 0 0 15 0 50 116 0 471 0 4:45 PM 0 0 0 0 62 0 0 190 37 0 503 0 4:30 PM 0 0 0 0 0 16 0 190 35 0 64 136 0 485 1,926 5:00 PM 0 0 0 0 0 28 0 198 27 0 59 128 0 0 16 0 57 0 0 0 27 0 64 0 0 65 122 0 507 1,966 5:15 PM 0 0 0 0 72 0 0 181 39 0 63 111 0 487 1,964 5:45 PM 0 0 0 0 69 0 0 178 41 0 485 1,948 5:30 PM 0 0 0 0 0 25 0 166 33 0 70 125 0 440 1,919 160 49 0 70 100 0 0 25 0 36 0 0 498 946 0 3,845 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 0 464 0 0 1,464 296 0 0 1,966 0 Peak Hour 0 759 138 0 238 502 0 0 Count Total 0 0 0 4:15 PM 0 4 5 4 13 0 0 0 0 1 1 0 0 West North South 4:00 PM 0 2 5 2 9 0 EB WB NB SB Total East 4:45 PM 0 2 3 3 8 0 0 0 0 0 1 0 4:30 PM 0 2 6 7 15 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 3 5 8 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 2 4 6 12 0 0 0 0 0 0 0 5:45 PM 0 0 1 6 7 0 0 0 0 0 0 0 5:30 PM 0 1 3 4 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Peak Hr 0 10 18 20 48 0 0 0 0 1 1 0 0 Count Total 0 13 30 37 80 0 1 0 0 0 0 0 0 85 0 244 0 0 0 0 0 177 0 N REDMOND-WOODINVILLE RD NE NE 116TH ST NE 116TH ST REDMOND- WOODINVILLE RD NE REDMOND- WOODINVILLE RD NE 1,966 TEV: 0.97 PHF: 502 238 740 1,003 0 244 85 329 376 0 138 759 897 587 0 0 0 0 0 1 0 0 Mark Skaggs: (425) 250-0777 [EMAIL REDACTED] C - 2 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com 03 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 2 0 2 0 0 0 0 4 4 Peak Hour Date: Thu, Oct 27, 2016 Peak Hour Count Period: 4:00 PM 6:00 PM SB 2.2% 0.93 TOTAL 1.8% 0.97 TH RT WB 3.0% 0.81 NB 1.3% 0.96 Peak Hour: 4:15 PM 5:15 PM HV PHF EB 1.5% 0.74 UT LT TH RT UT LT Rolling One Hour Eastbound Westbound Northbound Southbound UT LT TH RT Interval Start 154TH PL NE NE 109TH ST REDMOND-WOODINVILLE RD NE REDMOND-WOODINVILLE RD NE 15-min Total UT LT TH RT 0 16 15 31 0 14 13 107 0 457 0 4:15 PM 0 3 17 7 30 0 14 215 23 0 4:00 PM 0 1 15 13 0 21 5 16 122 10 469 0 4:45 PM 0 1 20 12 26 0 7 212 17 0 468 0 4:30 PM 0 2 10 15 0 21 11 189 19 0 21 132 4 420 1,814 5:00 PM 0 7 22 15 0 16 6 189 18 0 14 113 2 0 13 9 17 0 12 0 12 10 22 0 6 17 132 4 469 1,826 5:15 PM 0 8 23 17 20 0 4 203 23 0 32 102 3 419 1,761 5:45 PM 0 6 27 6 14 0 8 177 22 0 453 1,811 5:30 PM 0 5 24 7 0 14 11 188 18 0 17 130 2 419 1,760 178 20 0 25 93 3 0 20 6 24 0 11 0 66 41 94 0 Count Total 0 33 158 92 0 133 73 155 931 28 3,574 0 0 1 0 1 0 0 West North South 4:00 PM 0 2 6 0 13 69 184 0 76 1,551 160 0 20 1,826 0 37 793 77 0 68 499 49 1 9 0 EB WB NB SB Total East 4:45 PM 1 0 3 0 4 0 3 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 4:15 PM 0 3 0 0 0 1 4:30 PM 1 3 2 4 10 1 1 1 0 0 0 1 0 0 3 4 10 0 0 0 0 5:15 PM 1 1 3 2 7 2 0 0 0 0 0 0 0 0 0 2 5:00 PM 0 0 4 5 9 0 1 0 1 0 2 0 5:45 PM 0 1 1 1 3 0 2 0 0 0 0 0 5:30 PM 2 0 2 1 5 1 1 0 1 0 3 0 0 0 0 0 0 1 0 0 0 1 0 0 3 Peak Hour 2 6 12 13 33 2 1 2 4 0 12 1 0 Count Total 5 10 24 18 57 6 3 2 0 5 1 0 0 2 0 2 1 0 3 0 1 N REDMOND-WOODINVILLE RD NE 154TH PL NE NE 109TH ST REDMOND- WOODINVILLE RD NE 154TH PL NE REDMOND- WOODINVILLE RD NE 1,826 TEV: 0.97 PHF: 20 499 68 587 900 0 94 41 66 201 214 0 77 793 37 907 614 0 49 69 13 131 98 0 Mark Skaggs: (425) 250-0777 [EMAIL REDACTED] C - 3 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com 04 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 2 2 2 4 4 8 8 31 7 WB - - NB 3.0% 0.95 Peak Hour: 4:00 PM 5:00 PM HV PHF EB 1.0% 0.93 Date: Thu, Oct 27, 2016 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.7% 0.91 TOTAL 1.8% 0.96 TH RT UT LT TH RT UT LT Rolling One Hour Eastbound Westbound Northbound Southbound UT LT TH RT Interval Start REDMOND-WOODINVILLE RD NE 0 NE 90TH ST REDMOND-WOODINVILLE RD NE 15-min Total UT LT TH RT 0 0 0 0 0 27 0 68 72 488 0 4:15 PM 0 156 0 26 0 0 18 132 0 0 4:00 PM 0 178 0 20 0 0 0 0 73 93 510 0 4:45 PM 0 182 0 32 0 0 20 120 0 0 482 0 4:30 PM 0 178 0 26 0 0 0 117 0 0 0 78 78 522 2,002 5:00 PM 0 182 0 22 0 0 0 114 0 0 0 100 75 0 0 0 0 0 19 0 0 0 0 0 15 0 64 74 465 1,979 5:15 PM 0 175 0 27 0 0 17 106 0 0 0 72 75 472 1,960 5:45 PM 0 169 0 23 0 0 14 93 0 0 501 1,998 5:30 PM 0 188 0 30 0 0 0 105 0 0 0 94 85 438 1,876 90 0 0 0 56 83 0 0 0 0 0 17 0 605 635 3,878 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 694 0 0 0 147 877 0 0 318 2,002 0 Peak Hour 84 483 0 0 0 319 104 0 Count Total 0 0 1 4:15 PM 1 0 6 2 9 1 0 0 1 0 1 0 0 West North South 4:00 PM 4 0 7 3 14 0 EB WB NB SB Total East 4:45 PM 0 0 4 4 8 0 1 0 0 0 2 2 4:30 PM 3 0 0 2 5 1 0 0 0 0 1 0 0 0 0 4 5:15 PM 0 0 2 4 6 1 0 0 0 0 0 0 0 0 0 2 5:00 PM 4 0 0 5 9 0 1 0 0 0 1 0 5:45 PM 0 0 1 3 4 1 2 0 4 0 4 4 5:30 PM 1 0 1 5 7 1 0 0 0 0 1 0 0 0 0 0 8 0 0 0 0 0 0 0 27 Peak Hr 8 0 17 11 36 3 0 0 1 1 7 0 4 Count Total 13 0 21 28 62 5 7 1 0 4 0 0 0 0 0 0 0 1,408 0 206 0 0 0 3 0 1 0 7 0 0 N NE 90TH ST REDMOND-WOODINVILLE RD NE REDMOND- WOODINVILLE RD NE NE 90TH ST REDMOND- WOODINVILLE RD NE 2,002 TEV: 0.96 PHF: 318 319 637 1,177 0 483 84 567 423 0 104 694 798 402 0 Mark Skaggs: (425) 250-0777 [EMAIL REDACTED] C - 4 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com 05 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 14 17 11 11 19 6 19 10 107 55 Peak Hour Date: Thu, Oct 27, 2016 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.8% 0.79 TOTAL 1.3% 0.93 TH RT WB 0.9% 0.90 NB 1.9% 0.82 Peak Hour: 4:45 PM 5:45 PM HV PHF EB 1.2% 0.93 UT LT TH RT UT LT Rolling One Hour Eastbound Westbound Northbound Southbound UT LT TH RT Interval Start NE 90TH ST NE 90TH ST 160TH AVE NE 160TH AVE NE 15-min Total UT LT TH RT 0 7 77 14 0 20 7 5 8 379 0 4:15 PM 0 17 150 42 13 0 28 10 36 0 4:00 PM 0 15 149 36 0 8 64 7 13 8 404 0 4:45 PM 0 20 154 47 14 0 25 12 31 0 397 0 4:30 PM 0 24 152 38 0 16 64 18 20 0 10 8 14 385 1,565 5:00 PM 0 16 144 54 0 11 66 17 28 0 7 13 5 0 14 53 9 0 18 0 15 66 8 0 27 6 18 8 424 1,610 5:15 PM 0 27 152 68 6 0 38 22 35 0 8 8 11 413 1,671 5:45 PM 0 18 115 28 7 0 29 14 36 0 449 1,662 5:30 PM 0 35 157 42 0 12 54 16 31 0 7 15 17 351 1,637 16 21 0 7 9 11 0 19 68 8 0 31 0 52 239 30 0 Count Total 0 172 1,173 355 0 102 512 59 89 82 3,202 0 0 0 0 1 3 5 West North South 4:00 PM 6 6 2 0 98 607 79 0 216 125 238 0 41 1,671 0 112 69 130 0 28 54 211 0 14 1 EB WB NB SB Total East 4:45 PM 2 1 2 0 5 0 0 3 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1 5 4:15 PM 2 3 4 2 2 3 4:30 PM 4 2 4 2 12 0 0 0 0 0 0 5 5 4 1 0 6 0 0 1 3 5:15 PM 3 0 2 0 5 2 1 0 0 0 0 6 9 2 3 1 5:00 PM 4 1 1 1 7 0 0 0 1 0 1 5 5:45 PM 1 1 1 0 3 0 0 2 12 2 3 1 5:30 PM 2 1 1 0 4 0 0 0 0 0 3 1 3 1 6 0 2 0 0 0 0 0 2 14 20 Peak Hour 11 3 6 1 21 2 1 1 1 0 5 27 46 Count Total 24 15 14 3 56 3 8 1 0 4 14 26 7 2 0 1 1 7 8 26 14 N 160TH AVE NE NE 90TH ST NE 90TH ST 160TH AVE NE NE 90TH ST 160TH AVE NE 1,671 TEV: 0.93 PHF: 41 54 28 123 197 0 30 239 52 321 765 0 130 69 112 311 317 0 211 607 98 916 392 0 Mark Skaggs: (425) 250-0777 [EMAIL REDACTED] C - 5 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com Date: to to 0 0 1 Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total Total 0 0 0 0 0 0 0 0 0 0 SR 202 PHF: 0.95 SR 202 SOUTH DW Tue, Dec 09, 2014 Peak Hour Peak Hour: 4:45 PM 5:45 PM 737 1,004 Count Period: 737 0 4:00 PM 6:00 PM 0 0 SOUTH DW 14 990 14 14 14 TEV: 1,755 0 SR 202 737 1,004 NB 0.7% TOTAL 1.1% Rolling One Hour SOUTH DW Eastbound LT 0 0 0 0 0 220 0 0 0 0 0 418 SR 202 Southbound TH RT 5 241 3 0.98 SB 1.8% 0.88 PHF WB 0.0% 0.50 HV 0 0 0 0 5:00 PM 4:45 PM 4:30 PM 4:15 PM 4:00 PM 5:45 PM 5:30 PM EB Interval Start 0 0 Interval Start 11 0 0 8 0 0 5:15 PM 0 0 0 0 1 0 1 Heavy Vehicle Totals Bicycles Peak Hr Count Total 251 WB 0 0 0 9 4:45 PM 0 0 3 4 7 0 4:15 PM 0 1 5 2 NB SB EB WB NB SB Total 4:30 PM 0 0 5 2 7 0 0 2 0 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 5:45 PM 0 0 0 1 4 5 0 0 5:15 PM 0 5:30 PM 0 0 1 3 4 4 0 2 2 4 0 0 1 0 4 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 South East West North 41 1,755 Peak Hr 0 0 7 13 20 26 23 Count Total 0 1 50 0 0 0 0 0 0 246 3 241 0 0 422 422 0 0 0 990 14 3,430 1,755 1,717 0 172 0 0 172 Pedestrians (Crossing Leg) 0 0 0 1,732 1,753 0 SR 202 Northbound LT 0 RT 255 15-min Total 0 4 0 3 RT 155 0 7 189 0 0 252 5 3 0 0 0 0 0 SOUTH DW Westbound LT TH RT 0 3 0 0 0 0 0 0 0 0 0 0 0 14 0 0 22 0 1 0 0 2 0 7 0 0 0 0 0 0 0 415 420 460 437 436 0 737 0 0 1,420 0 0 0 0 0 0 1,947 8 0 0.95 0 TH LT TH 0 179 0 1,713 0 167 0 0 209 0 0 177 0 7 241 0 N Mark Skaggs: 425 - 250 - 0777 [EMAIL REDACTED] C - 6 ATTACHMENT 15 ---PAGE BREAK--- www.idaxdata.com Date: to to 0 0 0 Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total Total 0 0 0 0 0 2 0 0 2 2 SR 202 PHF: 0.97 SR 202 SOUTH PARKING LOT Tue, Dec 09, 2014 Peak Hour Peak Hour: 4:45 PM 5:45 PM 715 1,022 Count Period: 710 5 4:00 PM 6:00 PM 0 2 SOUTH PARKING LOT 12 1018 7 4 20 TEV: 1,760 16 SR 202 726 1,025 NB 0.8% TOTAL 1.2% Rolling One Hour SOUTH PARKING LOT Eastbound LT 0 0 0 0 0 221 0 0 0 0 1 404 SR 202 Southbound TH RT 3 249 6 0.99 SB 1.8% 0.95 PHF WB 0.0% 0.42 HV 0 0 0 0 5:00 PM 4:45 PM 4:30 PM 4:15 PM 4:00 PM 5:45 PM 5:30 PM EB Interval Start 0 0 Interval Start 9 0 0 5 0 0 5:15 PM 1 0 0 0 0 4 1 Heavy Vehicle Totals Bicycles Peak Hr Count Total 258 WB 0 0 0 7 4:45 PM 0 0 3 4 7 0 4:15 PM 0 0 5 0 NB SB EB WB NB SB Total 4:30 PM 0 1 6 3 10 0 0 2 0 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 5:45 PM 0 0 0 2 4 6 0 0 5:15 PM 0 5:30 PM 0 0 1 3 4 4 0 2 2 4 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 South East West North 20 1,760 Peak Hr 0 0 8 13 21 26 22 Count Total 0 1 49 2 0 0 0 0 0 256 1 232 0 0 428 414 0 0 0 1,018 7 3,403 1,760 1,720 0 170 0 4 167 Pedestrians (Crossing Leg) 0 0 0 1,719 1,745 0 SR 202 Northbound LT 0 RT 248 15-min Total 0 3 0 2 RT 147 0 3 174 10 0 257 0 0 0 0 0 0 0 SOUTH PARKING LOT Westbound LT TH RT 0 0 0 5 0 0 0 0 0 0 0 16 0 4 34 0 10 0 2 2 0 0 7 2 5 0 0 0 0 0 5 412 413 454 440 438 5 710 0 18 1,353 0 0 0 0 0 0 1,968 6 0 0.97 0 TH LT TH 1 177 0 1,683 3 155 0 3 186 0 1 177 0 1 247 0 N Mark Skaggs: 425 - 250 - 0777 [EMAIL REDACTED] C - 7 ATTACHMENT 15 ---PAGE BREAK--- D Turning Movement Calculations AM Peak-Hour ATTACHMENT 15 ---PAGE BREAK--- #1 SR-202 @ NE 124th St ID: 1 Existing 742 1,211 469 Average Weekday 280 393 69 90 262 117 AM Peak-Hour    280 SR 202  117 Date 10/27/2016 1,389 798  798 1,086 311  171  Data Source: idax 1,864 NE 124th Street 2,918 NE 124th Street 1,466 North 90  69  475 269  269 380 116  SR 202 42    116 393 171 311 262 42 680 1,295 615 Future w/o Development 836 1,364 528 Average Weekday 315 443 78 101 295 132 AM Peak-Hour    315 SR 202  132 Year: 2022 1,564 899  899 1,224 Growth Rate = 2.0% 350  193  Years of Growth = 6 2,099 NE 124th Street 3,287 NE 124th Street 1,652 North Total Growth = 1.1262 101  78  535 303  303 428 131  SR 202 47    131 443 193 350 295 47 767 1,459 692 Total Development Trips 11 20 9 Average Weekday 0 11 0 0 9 0 AM Peak-Hour    0 SR 202  0 23 0  0 24 23  24  52 NE 124th Street 116 NE 124th Street 44 North 0  0  29 0  0 20 29  SR 202 20    29 11 24 23 9 20 64 116 52 Future with Project 847 1,384 537 Average Weekday 315 454 78 101 304 132 AM Peak-Hour    315 SR 202  132 1,587 899  899 1,248 373  217  2,151 NE 124th Street 3,403 NE 124th Street 1,696 North 101  78  564 303  303 448 160  SR 202 67    160 454 217 373 304 67 831 1,575 744 D - 1 ATTACHMENT 15 ---PAGE BREAK--- #2 SR-202 @ NE 116th St ID: 2 Existing 694 1,293 599 Average Weekday 0 618 76 0 367 232 AM Peak-Hour    0 SR 202  232 Date 10/27/2016 0 0  0 502 0  270  Data Source: idax 0 1,609 NE 116th Street 624 North 0  76  0 0  0 122 0  SR 202 46    0 618 270 0 367 46 888 1,301 413 Future w/o Development 782 1,456 674 Average Weekday 0 696 86 0 413 261 AM Peak-Hour    0 SR 202  261 Year: 2022 0 0  0 565 Growth Rate = 2.0% 0  304  Years of Growth = 6 0 1,812 NE 116th Street 703 North Total Growth = 1.1262 0  86  0 0  0 138 0  SR 202 52    0 696 304 0 413 52 1,000 1,465 465 Total Development Trips 64 142 78 Average Weekday 0 58 6 0 71 7 AM Peak-Hour    0 SR 202  7 0 0  0 7 0  0  0 142 NE 116th Street 13 North 0  6  0 0  0 6 0  SR 202 0    0 58 0 0 71 0 58 129 71 Future with Project 846 1,598 752 Average Weekday 0 754 92 0 484 268 AM Peak-Hour    0 SR 202  268 0 0  0 572 0  304  0 1,954 NE 116th Street 716 North 0  92  0 0  0 144 0  SR 202 52    0 754 304 0 484 52 1,058 1,594 536 D - 2 ATTACHMENT 15 ---PAGE BREAK--- #3 SR-202 @ 154th Pl NE ID: 3 Existing 875 1,293 418 Average Weekday 41 815 19 4 324 90 AM Peak-Hour    41 SR 202  90 Date 10/27/2016 100 38  38 330 21  202  Data Source: idax 355 154th Place NE 1,872 NE 109th Street 455 North 4  19  255 39  39 125 212  SR 202 67    212 815 202 21 324 67 1,229 1,641 412 Future w/o Development 985 1,456 471 Average Weekday 46 918 21 5 365 101 AM Peak-Hour    46 SR 202  101 Year: 2022 113 43  43 371 Growth Rate = 2.0% 24  227  Years of Growth = 6 401 154th Place NE 2,108 NE 109th Street 511 North Total Growth = 1.1262 5  21  288 44  44 140 239  SR 202 75    239 918 227 24 365 75 1,384 1,848 464 Total Development Trips 58 129 71 Average Weekday 0 50 8 0 61 10 AM Peak-Hour    0 SR 202  10 0 0  0 10 0  0  0 154th Place NE 129 NE 109th Street 18 North 0  8  0 0  0 8 0  SR 202 0    0 50 0 0 61 0 50 111 61 Future with Project 1,043 1,585 542 Average Weekday 46 968 29 5 426 111 AM Peak-Hour    46 SR 202  111 113 43  43 381 24  227  401 154th Place NE 2,237 NE 109th Street 529 North 5  29  288 44  44 148 239  SR 202 75    239 968 227 24 426 75 1,434 1,959 525 D - 3 ATTACHMENT 15 ---PAGE BREAK--- #4 SR-202 @ NE 90th St ID: 4 Existing 1,412 1,770 358 Average Weekday 864 548 0 158 200 0 AM Peak-Hour    864 SR 202  0 Date 10/27/2016 928 0  0 0 64  0  Data Source: idax 1,123 NE 90th Street 1,871 0 North 158  0  195 0  0 0 37  SR 202 0    37 548 0 64 200 0 585 849 264 Future w/o Development 1,590 1,993 403 Average Weekday 973 617 0 178 225 0 AM Peak-Hour    973 SR 202  0 Year: 2022 1,045 0  0 0 Growth Rate = 2.0% 72  0  Years of Growth = 6 1,265 NE 90th Street 2,107 0 North Total Growth = 1.1262 178  0  220 0  0 0 42  SR 202 0    42 617 0 72 225 0 659 956 297 Total Development Trips 50 111 61 Average Weekday 9 41 0 11 50 0 AM Peak-Hour    9 SR 202  0 9 0  0 0 0  0  20 NE 90th Street 111 0 North 11  0  11 0  0 0 0  SR 202 0    0 41 0 0 50 0 41 91 50 Future with Project 1,640 2,104 464 Average Weekday 982 658 0 189 275 0 AM Peak-Hour    982 SR 202  0 1,054 0  0 0 72  0  1,285 NE 90th Street 2,218 0 North 189  0  231 0  0 0 42  SR 202 0    42 658 0 72 275 0 700 1,047 347 D - 4 ATTACHMENT 15 ---PAGE BREAK--- #5 160th Ave NE @ NE 90th St ID: 5 Existing 223 283 60 Average Weekday 125 49 49 20 15 25 AM Peak-Hour    125 160th Aveneu NE  25 Date 10/27/2016 995 783  783 911 87  103  Data Source: idax 1,250 NE 90th ST 1,507 NE 90th ST 1,131 North 20  49  255 155  155 220 80  160th Aveneu NE 16    80 49 103 87 15 16 232 350 118 Future w/o Development 251 319 68 Average Weekday 141 55 55 23 17 28 AM Peak-Hour    141 160th Aveneu NE  28 Year: 2022 1,121 882  882 1,026 Growth Rate = 2.0% 98  116  Years of Growth = 6 1,409 NE 90th ST 1,698 NE 90th ST 1,274 North Total Growth = 1.1262 23  55  288 175  175 248 90  160th Aveneu NE 18    90 55 116 98 17 18 261 394 133 Total Development Trips 0 0 0 Average Weekday 0 0 0 0 0 0 AM Peak-Hour    0 160th Aveneu NE  0 9 9  9 9 0  0  20 NE 90th ST 20 NE 90th ST 20 North 0  0  11 11  11 11 0  160th Aveneu NE 0    0 0 0 0 0 0 0 0 0 Future with Project 251 319 68 Average Weekday 141 55 55 23 17 28 AM Peak-Hour    141 160th Aveneu NE  28 1,130 891  891 1,035 98  116  1,429 NE 90th ST 1,718 NE 90th ST 1,294 North 23  55  299 186  186 259 90  160th Aveneu NE 18    90 55 116 98 17 18 261 394 133 D - 5 ATTACHMENT 15 ---PAGE BREAK--- #6 SR-202 @ Site Access ID: 6 Existing 696 1,327 631 Average Weekday 0 680 16 0 615 16 AM Peak-Hour    0 SR-202  16 Date 10/27/2016 0 0  0 21 0  5  Data Source: idax 0 1,349 Combined Access 54 North 0  16  0 0  0 33 0  SR-202 17    0 680 5 0 615 17 685 1,317 632 Future w/o Development 784 1,495 711 Average Weekday 0 766 18 0 693 18 AM Peak-Hour    0 SR-202  18 Year: 2022 0 0  0 24 Growth Rate = 2.0% 0  6  Years of Growth = 6 0 1,520 Combined Access 61 North Total Growth = 1.1262 0  18  0 0  0 37 0  SR-202 19    0 766 6 0 693 19 772 1,484 712 Total Development Trips 64 116 52 Average Weekday 0 0 64 0 0 52 AM Peak-Hour    0 SR-202  52 0 0  0 116 0  64  0 258 Combined Access 258 North 0  64  0 0  0 142 0  SR-202 78    0 0 64 0 0 78 64 142 78 Future with Project 848 1,611 763 Average Weekday 0 766 82 0 693 70 AM Peak-Hour    0 SR-202  70 0 0  0 140 0  70  0 1,778 Combined Access 319 North 0  82  0 0  0 179 0  SR-202 97    0 766 70 0 693 97 836 1,626 790 D - 6 ATTACHMENT 15 ---PAGE BREAK--- E Turning Movement Calculations School PM Peak-Hour ATTACHMENT 15 ---PAGE BREAK--- #1 SR-202 @ NE 124th St ID: 1 Existing 618 1,608 990 Average Weekday 143 306 169 315 534 141 School PM Peak-Hour    143 SR 202  141 Date 10/27/2016 722 344  344 544 235  59  Data Source: idax 1,877 NE 124th Street 3,192 NE 124th Street 1,423 North 315  169  1,155 604  604 879 236  SR 202 106    236 306 59 235 534 106 601 1,476 875 Future w/o Development 696 1,811 1,115 Average Weekday 161 345 190 355 601 159 School PM Peak-Hour    161 SR 202  159 Year: 2022 813 387  387 612 Growth Rate = 2.0% 265  66  Years of Growth = 6 2,114 NE 124th Street 3,594 NE 124th Street 1,601 North Total Growth = 1.1262 355  190  1,301 680  680 989 266  SR 202 119    266 345 66 265 601 119 677 1,662 985 Total Development Trips 6 13 7 Average Weekday 0 6 0 0 7 0 School PM Peak-Hour    0 SR 202  0 18 0  0 14 18  14  34 NE 124th Street 77 NE 124th Street 30 North 0  0  16 0  0 16 16  SR 202 16    16 6 14 18 7 16 36 77 41 Future with Project 702 1,824 1,122 Average Weekday 161 351 190 355 608 159 School PM Peak-Hour    161 SR 202  159 831 387  387 626 283  80  2,148 NE 124th Street 3,671 NE 124th Street 1,631 North 355  190  1,317 680  680 1,005 282  SR 202 135    282 351 80 283 608 135 713 1,739 1,026 E - 1 ATTACHMENT 15 ---PAGE BREAK--- #2 SR-202 @ NE 116th St ID: 2 Existing 600 1,523 923 Average Weekday 0 442 158 0 735 188 School PM Peak-Hour    0 SR 202  188 Date 10/27/2016 0 0  0 289 0  101  Data Source: idax 0 1,771 NE 116th Street 594 North 0  158  0 0  0 305 0  SR 202 147    0 442 101 0 735 147 543 1,425 882 Future w/o Development 676 1,716 1,040 Average Weekday 0 498 178 0 828 212 School PM Peak-Hour    0 SR 202  212 Year: 2022 0 0  0 326 Growth Rate = 2.0% 0  114  Years of Growth = 6 0 1,996 NE 116th Street 670 North Total Growth = 1.1262 0  178  0 0  0 344 0  SR 202 166    0 498 114 0 828 166 612 1,606 994 Total Development Trips 51 95 44 Average Weekday 0 46 5 0 40 4 School PM Peak-Hour    0 SR 202  4 0 0  0 4 0  0  0 95 NE 116th Street 9 North 0  5  0 0  0 5 0  SR 202 0    0 46 0 0 40 0 46 86 40 Future with Project 727 1,811 1,084 Average Weekday 0 544 183 0 868 216 School PM Peak-Hour    0 SR 202  216 0 0  0 330 0  114  0 2,091 NE 116th Street 679 North 0  183  0 0  0 349 0  SR 202 166    0 544 114 0 868 166 658 1,692 1,034 E - 2 ATTACHMENT 15 ---PAGE BREAK--- #3 SR-202 @ 154th Pl NE ID: 3 Existing 531 1,399 868 Average Weekday 10 455 66 7 778 83 School PM Peak-Hour    10 SR 202  83 Date 10/27/2016 44 18  18 199 16  98  Data Source: idax 138 154th Place NE 1,714 NE 109th Street 404 North 7  66  94 43  43 205 44  SR 202 96    44 455 98 16 778 96 597 1,487 890 Future w/o Development 597 1,574 977 Average Weekday 11 512 74 8 876 93 School PM Peak-Hour    11 SR 202  93 Year: 2022 49 20  20 223 Growth Rate = 2.0% 18  110  Years of Growth = 6 155 154th Place NE 1,928 NE 109th Street 453 North Total Growth = 1.1262 8  74  106 48  48 230 50  SR 202 108    50 512 110 18 876 108 672 1,674 1,002 Total Development Trips 46 86 40 Average Weekday 0 40 6 0 34 6 School PM Peak-Hour    0 SR 202  6 0 0  0 6 0  0  0 154th Place NE 86 NE 109th Street 12 North 0  6  0 0  0 6 0  SR 202 0    0 40 0 0 34 0 40 74 34 Future with Project 643 1,660 1,017 Average Weekday 11 552 80 8 910 99 School PM Peak-Hour    11 SR 202  99 49 20  20 229 18  110  155 154th Place NE 2,014 NE 109th Street 465 North 8  80  106 48  48 236 50  SR 202 108    50 552 110 18 910 108 712 1,748 1,036 E - 3 ATTACHMENT 15 ---PAGE BREAK--- #4 SR-202 @ NE 90th St ID: 4 Existing 652 1,690 1,038 Average Weekday 339 313 0 584 454 0 School PM Peak-Hour    339 SR 202  0 Date 10/27/2016 416 0  0 0 77  0  Data Source: idax 1,115 NE 90th Street 1,882 0 North 584  0  699 0  0 0 115  SR 202 0    115 313 0 77 454 0 428 959 531 Future w/o Development 734 1,903 1,169 Average Weekday 382 352 0 658 511 0 School PM Peak-Hour    382 SR 202  0 Year: 2022 469 0  0 0 Growth Rate = 2.0% 87  0  Years of Growth = 6 1,257 NE 90th Street 2,120 0 North Total Growth = 1.1262 658  0  788 0  0 0 130  SR 202 0    130 352 0 87 511 0 482 1,080 598 Total Development Trips 40 74 34 Average Weekday 7 33 0 6 28 0 School PM Peak-Hour    7 SR 202  0 7 0  0 0 0  0  13 NE 90th Street 74 0 North 6  0  6 0  0 0 0  SR 202 0    0 33 0 0 28 0 33 61 28 Future with Project 774 1,977 1,203 Average Weekday 389 385 0 664 539 0 School PM Peak-Hour    389 SR 202  0 476 0  0 0 87  0  1,270 NE 90th Street 2,194 0 North 664  0  794 0  0 0 130  SR 202 0    130 385 0 87 539 0 515 1,141 626 E - 4 ATTACHMENT 15 ---PAGE BREAK--- #5 160th Ave NE @ NE 90th St ID: 5 Existing 121 263 142 Average Weekday 54 38 29 57 48 37 School PM Peak-Hour    54 160th Aveneu NE  37 Date 10/27/2016 451 303  303 404 94  64  Data Source: idax 1,119 NE 90th ST 1,441 NE 90th ST 1,001 North 57  29  668 462  462 597 149  160th Aveneu NE 106    149 38 64 94 48 106 251 499 248 Future w/o Development 137 297 160 Average Weekday 61 43 33 64 54 42 School PM Peak-Hour    61 160th Aveneu NE  42 Year: 2022 508 341  341 455 Growth Rate = 2.0% 106  72  Years of Growth = 6 1,260 NE 90th ST 1,623 NE 90th ST 1,127 North Total Growth = 1.1262 64  33  752 520  520 672 168  160th Aveneu NE 119    168 43 72 106 54 119 283 562 279 Total Development Trips 0 0 0 Average Weekday 0 0 0 0 0 0 School PM Peak-Hour    0 160th Aveneu NE  0 7 7  7 7 0  0  13 NE 90th ST 13 NE 90th ST 13 North 0  0  6 6  6 6 0  160th Aveneu NE 0    0 0 0 0 0 0 0 0 0 Future with Project 137 297 160 Average Weekday 61 43 33 64 54 42 School PM Peak-Hour    61 160th Aveneu NE  42 515 348  348 462 106  72  1,273 NE 90th ST 1,636 NE 90th ST 1,140 North 64  33  758 526  526 678 168  160th Aveneu NE 119    168 43 72 106 54 119 283 562 279 E - 5 ATTACHMENT 15 ---PAGE BREAK--- #6 SR-202 @ Site Access ID: 6 Existing 616 1,520 904 Average Weekday 0 601 15 0 875 29 School PM Peak-Hour    0 SR-202  29 Date 10/27/2016 0 0  0 47 0  18  Data Source: idax 0 1,573 Combined Access 97 North 0  15  0 0  0 50 0  SR-202 35    0 601 18 0 875 35 619 1,529 910 Future w/o Development 694 1,712 1,018 Average Weekday 0 677 17 0 985 33 School PM Peak-Hour    0 SR-202  33 Year: 2022 0 0  0 53 Growth Rate = 2.0% 0  20  Years of Growth = 6 0 1,771 Combined Access 109 North Total Growth = 1.1262 0  17  0 0  0 56 0  SR-202 39    0 677 20 0 985 39 697 1,721 1,024 Total Development Trips 36 77 41 Average Weekday 0 0 36 0 0 41 School PM Peak-Hour    0 SR-202  41 0 0  0 92 0  51  0 172 Combined Access 172 North 0  36  0 0  0 80 0  SR-202 44    0 0 51 0 0 44 51 95 44 Future with Project 730 1,789 1,059 Average Weekday 0 677 53 0 985 74 School PM Peak-Hour    0 SR-202  74 0 0  0 145 0  71  0 1,943 Combined Access 281 North 0  53  0 0  0 136 0  SR-202 83    0 677 71 0 985 83 748 1,816 1,068 E - 6 ATTACHMENT 15 ---PAGE BREAK--- F Turning Movement Calculations PM Peak-Hour ATTACHMENT 15 ---PAGE BREAK--- #1 SR-202 @ NE 124th St ID: 1 Existing 611 1,818 1,207 Average Weekday 102 372 137 404 623 180 PM Peak-Hour    102 SR 202  180 Date 10/27/2016 719 370  370 629 247  79  Data Source: idax 2,180 NE 124th Street 3,683 NE 124th Street 1,647 North 404  137  1,461 769  769 1,018 288  SR 202 112    288 372 79 247 623 112 739 1,721 982 Future w/o Development 688 2,048 1,360 Average Weekday 115 419 154 455 702 203 PM Peak-Hour    115 SR 202  203 Year: 2022 810 417  417 709 Growth Rate = 2.0% 278  89  Years of Growth = 6 2,455 NE 124th Street 4,148 NE 124th Street 1,855 North Total Growth = 1.1262 455  154  1,645 866  866 1,146 324  SR 202 126    324 419 89 278 702 126 832 1,938 1,106 Total Development Trips 3 6 3 Average Weekday 0 3 0 0 3 0 PM Peak-Hour    0 SR 202  0 9 0  0 7 9  7  17 NE 124th Street 37 NE 124th Street 14 North 0  0  8 0  0 7 8  SR 202 7    8 3 7 9 3 7 18 37 19 Future with Project 691 2,054 1,363 Average Weekday 115 422 154 455 705 203 PM Peak-Hour    115 SR 202  203 819 417  417 716 287  96  2,472 NE 124th Street 4,185 NE 124th Street 1,869 North 455  154  1,653 866  866 1,153 332  SR 202 133    332 422 96 287 705 133 850 1,975 1,125 F - 1 ATTACHMENT 15 ---PAGE BREAK--- #2 SR-202 @ NE 116th St ID: 2 Existing 740 1,743 1,003 Average Weekday 0 502 238 0 759 244 PM Peak-Hour    0 SR 202  244 Date 10/27/2016 0 0  0 329 0  85  Data Source: idax 0 1,966 NE 116th Street 705 North 0  238  0 0  0 376 0  SR 202 138    0 502 85 0 759 138 587 1,484 897 Future w/o Development 833 1,963 1,130 Average Weekday 0 565 268 0 855 275 PM Peak-Hour    0 SR 202  275 Year: 2022 0 0  0 371 Growth Rate = 2.0% 0  96  Years of Growth = 6 0 2,214 NE 116th Street 794 North Total Growth = 1.1262 0  268  0 0  0 423 0  SR 202 155    0 565 96 0 855 155 661 1,671 1,010 Total Development Trips 24 47 23 Average Weekday 0 22 2 0 21 2 PM Peak-Hour    0 SR 202  2 0 0  0 2 0  0  0 47 NE 116th Street 4 North 0  2  0 0  0 2 0  SR 202 0    0 22 0 0 21 0 22 43 21 Future with Project 857 2,010 1,153 Average Weekday 0 587 270 0 876 277 PM Peak-Hour    0 SR 202  277 0 0  0 373 0  96  0 2,261 NE 116th Street 798 North 0  270  0 0  0 425 0  SR 202 155    0 587 96 0 876 155 683 1,714 1,031 F - 2 ATTACHMENT 15 ---PAGE BREAK--- #3 SR-202 @ 154th Pl NE ID: 3 Existing 587 1,487 900 Average Weekday 20 499 68 13 793 94 PM Peak-Hour    20 SR 202  94 Date 10/27/2016 98 41  41 201 37  66  Data Source: idax 229 154th Place NE 1,826 NE 109th Street 415 North 13  68  131 69  69 214 49  SR 202 77    49 499 66 37 793 77 614 1,521 907 Future w/o Development 662 1,676 1,014 Average Weekday 23 562 77 15 893 106 PM Peak-Hour    23 SR 202  106 Year: 2022 111 46  46 226 Growth Rate = 2.0% 42  74  Years of Growth = 6 259 154th Place NE 2,058 NE 109th Street 468 North Total Growth = 1.1262 15  77  148 78  78 242 55  SR 202 87    55 562 74 42 893 87 691 1,713 1,022 Total Development Trips 22 43 21 Average Weekday 0 19 3 0 18 3 PM Peak-Hour    0 SR 202  3 0 0  0 3 0  0  0 154th Place NE 43 NE 109th Street 6 North 0  3  0 0  0 3 0  SR 202 0    0 19 0 0 18 0 19 37 18 Future with Project 684 1,719 1,035 Average Weekday 23 581 80 15 911 109 PM Peak-Hour    23 SR 202  109 111 46  46 229 42  74  259 154th Place NE 2,101 NE 109th Street 474 North 15  80  148 78  78 245 55  SR 202 87    55 581 74 42 911 87 710 1,750 1,040 F - 3 ATTACHMENT 15 ---PAGE BREAK--- #4 SR-202 @ NE 90th St ID: 4 Existing 637 1,814 1,177 Average Weekday 318 319 0 694 483 0 PM Peak-Hour    318 SR 202  0 Date 10/27/2016 402 0  0 0 84  0  Data Source: idax 1,200 NE 90th Street 2,002 0 North 694  0  798 0  0 0 104  SR 202 0    104 319 0 84 483 0 423 990 567 Future w/o Development 717 2,043 1,326 Average Weekday 358 359 0 782 544 0 PM Peak-Hour    358 SR 202  0 Year: 2022 453 0  0 0 Growth Rate = 2.0% 95  0  Years of Growth = 6 1,352 NE 90th Street 2,255 0 North Total Growth = 1.1262 782  0  899 0  0 0 117  SR 202 0    117 359 0 95 544 0 476 1,115 639 Total Development Trips 19 37 18 Average Weekday 4 15 0 3 15 0 PM Peak-Hour    4 SR 202  0 4 0  0 0 0  0  7 NE 90th Street 37 0 North 3  0  3 0  0 0 0  SR 202 0    0 15 0 0 15 0 15 30 15 Future with Project 736 2,080 1,344 Average Weekday 362 374 0 785 559 0 PM Peak-Hour    362 SR 202  0 457 0  0 0 95  0  1,359 NE 90th Street 2,292 0 North 785  0  902 0  0 0 117  SR 202 0    117 374 0 95 559 0 491 1,145 654 F - 4 ATTACHMENT 15 ---PAGE BREAK--- #5 160th Ave NE @ NE 90th St ID: 5 Existing 123 320 197 Average Weekday 41 54 28 98 69 30 PM Peak-Hour    41 160th Aveneu NE  30 Date 10/27/2016 392 239  239 321 112  52  Data Source: idax 1,308 NE 90th ST 1,671 NE 90th ST 1,086 North 98  28  916 607  607 765 211  160th Aveneu NE 130    211 54 52 112 69 130 317 628 311 Future w/o Development 139 361 222 Average Weekday 46 61 32 110 78 34 PM Peak-Hour    46 160th Aveneu NE  34 Year: 2022 441 269  269 362 Growth Rate = 2.0% 126  59  Years of Growth = 6 1,473 NE 90th ST 1,883 NE 90th ST 1,224 North Total Growth = 1.1262 110  32  1,032 684  684 862 238  160th Aveneu NE 146    238 61 59 126 78 146 358 708 350 Total Development Trips 0 0 0 Average Weekday 0 0 0 0 0 0 PM Peak-Hour    0 160th Aveneu NE  0 4 4  4 4 0  0  7 NE 90th ST 7 NE 90th ST 7 North 0  0  3 3  3 3 0  160th Aveneu NE 0    0 0 0 0 0 0 0 0 0 Future with Project 139 361 222 Average Weekday 46 61 32 110 78 34 PM Peak-Hour    46 160th Aveneu NE  34 445 273  273 366 126  59  1,480 NE 90th ST 1,890 NE 90th ST 1,231 North 110  32  1,035 687  687 865 238  160th Aveneu NE 146    238 61 59 126 78 146 358 708 350 F - 5 ATTACHMENT 15 ---PAGE BREAK--- #6 SR-202 @ Site Access ID: 6 Existing 744 1,744 1,000 Average Weekday 0 739 5 0 982 18 PM Peak-Hour    0 SR-202  18 Date 10/27/2016 0 0  0 34 0  16  Data Source: idax 0 1,781 Combined Access 60 North 0  5  0 0  0 26 0  SR-202 21    0 739 16 0 982 21 755 1,758 1,003 Future w/o Development 838 1,964 1,126 Average Weekday 0 832 6 0 1,106 20 PM Peak-Hour    0 SR-202  20 Year: 2022 0 0  0 38 Growth Rate = 2.0% 0  18  Years of Growth = 6 0 2,006 Combined Access 68 North Total Growth = 1.1262 0  6  0 0  0 30 0  SR-202 24    0 832 18 0 1,106 24 850 1,980 1,130 Total Development Trips 18 37 19 Average Weekday 0 0 18 0 0 19 PM Peak-Hour    0 SR-202  19 0 0  0 43 0  24  0 84 Combined Access 84 North 0  18  0 0  0 41 0  SR-202 23    0 0 24 0 0 23 24 47 23 Future with Project 856 2,001 1,145 Average Weekday 0 832 24 0 1,106 39 PM Peak-Hour    0 SR-202  39 0 0  0 81 0  42  0 2,090 Combined Access 152 North 0  24  0 0  0 71 0  SR-202 47    0 832 42 0 1,106 47 874 2,027 1,153 F - 6 ATTACHMENT 15 ---PAGE BREAK--- G 2016 Existing Level of Service Analysis AM Peak-Hour ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 90 269 116 171 798 117 311 262 42 69 393 280 Future Volume (vph) 90 269 116 171 798 117 311 262 42 69 393 280 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 590 0 285 0 205 0 140 0 Storage Lanes 1 0 1 0 2 1 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00 Frt 0.955 0.981 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1736 3315 0 1736 3405 0 3367 1827 1553 1736 1827 1553 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1736 3315 0 1736 3405 0 3367 1827 1553 1736 1827 1553 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 69 19 73 127 Link Speed (mph) 30 30 30 30 Link Distance (ft) 930 1248 851 779 Travel Time 21.1 28.4 19.3 17.7 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 94 280 121 178 831 122 324 273 44 72 409 292 Shared Lane Traffic Lane Group Flow (vph) 94 401 0 178 953 0 324 273 44 72 409 292 Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7 Permitted Phases 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 7 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split 11.4 24.1 20.1 32.8 16.0 31.4 20.1 14.4 29.8 11.4 Total Split 12.7% 26.8% 22.3% 36.4% 17.8% 34.9% 22.3% 16.0% 33.1% 12.7% Maximum Green 6.9 19.6 15.6 28.3 11.5 26.9 15.6 9.9 25.3 6.9 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max None Walk Time 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 Act Effct Green 6.9 21.1 13.3 27.5 11.2 30.2 48.0 8.4 25.3 36.7 Actuated g/C Ratio 0.08 0.24 0.15 0.31 0.13 0.34 0.54 0.09 0.28 0.41 v/c Ratio 0.70 0.48 0.69 0.89 0.76 0.44 0.05 0.44 0.79 0.41 Control Delay 69.0 26.7 49.9 41.0 50.9 27.3 1.2 46.7 42.2 12.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 G - 1 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 69.0 26.7 49.9 41.0 50.9 27.3 1.2 46.7 42.2 12.3 LOS E C D D D C A D D B Approach Delay 34.7 42.4 37.4 31.3 Approach LOS C D D C Queue Length 50th (ft) 53 85 96 263 93 126 0 39 215 61 Queue Length 95th (ft) #131 133 162 #377 #151 204 8 81 #359 126 Internal Link Dist (ft) 850 1168 771 699 Turn Bay Length (ft) 590 285 205 140 Base Capacity (vph) 135 [PHONE REDACTED] 436 621 911 193 520 716 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.70 0.48 0.59 0.87 0.74 0.44 0.05 0.37 0.79 0.41 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 88.9 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.89 Intersection Signal Delay: 37.3 Intersection LOS: D Intersection Capacity Utilization 75.3% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SR-202 & NE 124th St G - 2 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - AM Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 270 232 367 46 76 618 Future Volume (vph) 270 232 367 46 76 618 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 300 100 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1736 1553 1827 1553 1736 1827 Flt Permitted 0.950 0.494 Satd. Flow (perm) 1736 1553 1827 1553 902 1827 Right Turn on Red Yes Yes Satd. Flow (RTOR) 244 48 Link Speed (mph) 30 30 30 Link Distance (ft) 1132 2212 1750 Travel Time 25.7 50.3 39.8 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 284 244 386 48 80 651 Shared Lane Traffic Lane Group Flow (vph) 284 244 386 48 80 651 Turn Type Prot Perm NA Perm Perm NA Protected Phases 8 2 6 Permitted Phases 8 2 6 Detector Phase 8 8 2 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 22.5 Total Split 31.0 31.0 59.0 59.0 59.0 59.0 Total Split 34.4% 34.4% 65.6% 65.6% 65.6% 65.6% Maximum Green 26.5 26.5 54.5 54.5 54.5 54.5 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min Min Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 Act Effct Green 14.3 14.3 25.3 25.3 25.3 25.3 Actuated g/C Ratio 0.29 0.29 0.51 0.51 0.51 0.51 v/c Ratio 0.57 0.39 0.42 0.06 0.17 0.70 Control Delay 22.0 5.1 9.2 2.7 8.0 14.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 G - 3 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - AM Lane Group WBL WBR NBT NBR SBL SBT Total Delay 22.0 5.1 9.2 2.7 8.0 14.1 LOS C A A A A B Approach Delay 14.2 8.5 13.5 Approach LOS B A B Queue Length 50th (ft) 64 0 55 0 10 115 Queue Length 95th (ft) 185 48 147 13 37 297 Internal Link Dist (ft) 1052 2132 1670 Turn Bay Length (ft) 75 300 100 Base Capacity (vph) 1028 1019 1707 1454 843 1707 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.28 0.24 0.23 0.03 0.09 0.38 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 49.6 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 12.4 Intersection LOS: B Intersection Capacity Utilization 55.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: SR-202 & NE 116th St G - 4 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 39 212 202 38 90 21 324 67 19 815 41 Future Volume (vph) 4 39 212 202 38 90 21 324 67 19 815 41 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 90 95 0 90 0 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.98 1.00 0.97 1.00 1.00 Frt 0.888 0.850 0.974 0.993 Flt Protected 0.999 0.960 0.950 0.950 Satd. Flow (prot) 0 1600 0 0 1771 1568 1752 1789 0 1752 1832 0 Flt Permitted 0.999 0.960 0.074 0.427 Satd. Flow (perm) 0 1600 0 0 1767 1515 137 1789 0 787 1832 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 136 76 11 3 Link Speed (mph) 30 30 30 30 Link Distance (ft) 193 [PHONE REDACTED] Travel Time 4.4 5.2 21.7 50.3 Confl. Peds. 1 1 1 1 Confl. Bikes 1 6 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Adj. Flow (vph) 4 40 219 208 39 93 22 334 69 20 840 42 Shared Lane Traffic Lane Group Flow (vph) 0 263 0 0 247 93 22 403 0 20 882 0 Turn Type Split NA Split NA Perm pm+pt NA pm+pt NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split 23.0 23.0 29.0 29.0 29.0 9.6 88.4 9.6 88.4 Total Split 15.3% 15.3% 19.3% 19.3% 19.3% 6.4% 58.9% 6.4% 58.9% Maximum Green 18.5 18.5 24.5 24.5 24.5 5.1 83.9 5.1 83.9 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Min None Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 0 Act Effct Green 15.3 21.9 21.9 68.0 65.4 68.0 65.4 Actuated g/C Ratio 0.13 0.18 0.18 0.56 0.54 0.56 0.54 G - 5 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.82 0.78 0.28 0.15 0.42 0.04 0.90 Control Delay 49.5 70.2 19.2 13.2 18.6 11.3 39.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.5 70.2 19.2 13.2 18.6 11.3 39.4 LOS D E B B B B D Approach Delay 49.5 56.3 18.3 38.7 Approach LOS D E B D Queue Length 50th (ft) 115 218 13 8 211 7 708 Queue Length 95th (ft) #276 #390 68 20 290 18 934 Internal Link Dist (ft) 113 [PHONE REDACTED] Turn Bay Length (ft) 90 95 90 Base Capacity (vph) 377 386 [PHONE REDACTED] 481 1305 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.70 0.64 0.24 0.15 0.32 0.04 0.68 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 122.2 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 38.8 Intersection LOS: D Intersection Capacity Utilization 85.3% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: SR-202 & 154th Place NE/NE 109th St G - 6 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - AM Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 158 37 64 200 548 864 Future Volume (vph) 158 37 64 200 548 864 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 110 120 135 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.94 0.98 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1752 1568 1752 1845 1845 1568 Flt Permitted 0.950 0.350 Satd. Flow (perm) 1752 1471 646 1845 1845 1533 Right Turn on Red Yes Yes Satd. Flow (RTOR) 38 891 Link Speed (mph) 30 30 30 Link Distance (ft) 217 641 473 Travel Time 4.9 14.6 10.8 Confl. Peds. 17 Confl. Bikes 4 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles 3% 3% 3% 3% 3% 3% Adj. Flow (vph) 163 38 66 206 565 891 Shared Lane Traffic Lane Group Flow (vph) 163 38 66 206 565 891 Turn Type Prot Perm pm+pt NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 9.5 22.5 22.5 22.5 Total Split 22.6 22.6 9.6 67.4 57.8 57.8 Total Split 25.1% 25.1% 10.7% 74.9% 64.2% 64.2% Maximum Green 18.1 18.1 5.1 62.9 53.3 53.3 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None Max Max Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 13.3 13.3 65.8 65.8 58.0 58.0 Actuated g/C Ratio 0.15 0.15 0.75 0.75 0.66 0.66 G - 7 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - AM Lane Group EBL EBR NBL NBT SBT SBR v/c Ratio 0.62 0.15 0.12 0.15 0.47 0.68 Control Delay 44.6 11.7 4.1 3.9 10.2 3.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 44.6 11.7 4.1 3.9 10.2 3.7 LOS D B A A B A Approach Delay 38.4 4.0 6.2 Approach LOS D A A Queue Length 50th (ft) 82 0 8 26 145 0 Queue Length 95th (ft) 143 26 22 57 258 47 Internal Link Dist (ft) 137 561 393 Turn Bay Length (ft) 110 120 135 Base Capacity (vph) 360 [PHONE REDACTED] 1213 1313 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.45 0.11 0.12 0.15 0.47 0.68 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 88.1 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 9.2 Intersection LOS: A Intersection Capacity Utilization 65.2% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 4: SR-202 & NE 90th St G - 8 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 20 155 80 103 783 25 87 15 16 49 49 125 Future Volume (vph) 20 155 80 103 783 25 87 15 16 49 49 125 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 80 0 80 0 115 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.96 0.98 1.00 0.95 0.98 0.99 0.93 Frt 0.850 0.995 0.923 0.892 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1736 1827 1553 1736 1815 0 1736 1657 0 1736 1516 0 Flt Permitted 0.096 0.607 0.512 0.736 Satd. Flow (perm) 175 1827 1484 1088 1815 0 889 1657 0 1327 1516 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 115 2 17 114 Link Speed (mph) 30 30 30 30 Link Distance (ft) 629 430 546 516 Travel Time 14.3 9.8 12.4 11.7 Confl. Peds. 12 9 9 12 27 5 5 27 Confl. Bikes 5 2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 21 165 85 110 833 27 93 16 17 52 52 133 Shared Lane Traffic Lane Group Flow (vph) 21 165 85 110 860 0 93 33 0 52 185 0 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split 9.6 56.1 56.1 10.5 57.0 9.8 23.8 9.6 23.6 Total Split 9.6% 56.1% 56.1% 10.5% 57.0% 9.8% 23.8% 9.6% 23.6% Maximum Green 5.1 51.6 51.6 6.0 52.5 5.3 19.3 5.1 19.1 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max None Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 43.7 39.9 39.9 46.5 44.5 25.1 22.3 23.9 20.1 Actuated g/C Ratio 0.52 0.47 0.47 0.55 0.53 0.30 0.26 0.28 0.24 G - 9 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.11 0.19 0.11 0.17 0.90 0.29 0.07 0.13 0.41 Control Delay 9.0 14.3 1.5 9.0 33.0 27.6 20.9 25.1 17.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.0 14.3 1.5 9.0 33.0 27.6 20.9 25.1 17.7 LOS A B A A C C C C B Approach Delay 9.9 30.3 25.9 19.3 Approach LOS A C C B Queue Length 50th (ft) 5 53 0 26 362 36 7 20 32 Queue Length 95th (ft) 14 91 13 48 #745 85 35 54 105 Internal Link Dist (ft) 549 350 466 436 Turn Bay Length (ft) 200 80 80 115 Base Capacity (vph) 188 1167 [PHONE REDACTED] 319 449 400 446 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.11 0.14 0.09 0.17 0.73 0.29 0.07 0.13 0.41 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 84.5 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 24.9 Intersection LOS: C Intersection Capacity Utilization 81.7% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 5: 160th Ave NE & NE 90th St G - 10 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 6: SR-202 & Combined Access Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - AM Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 16 615 17 16 680 Future Vol, veh/h 5 16 615 17 16 680 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 - 100 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 51 51 86 86 86 86 Heavy Vehicles, % 0 0 4 4 3 3 Mvmt Flow 10 31 715 20 19 791 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1543 715 0 0 715 0 Stage 1 715 - - - - - Stage 2 828 - - - - - Critical Hdwy 6.4 6.2 - - 4.13 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.227 - Pot Cap-1 Maneuver 128 434 - - 881 - Stage 1 488 - - - - - Stage 2 432 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 125 434 - - 881 - Mov Cap-2 Maneuver 263 - - - - - Stage 1 488 - - - - - Stage 2 423 - - - - - Approach WB NB SB HCM Control Delay, s 15.2 0 0.2 HCM LOS C Minor Lane/Major Mvmt NBT SBL SBT Capacity (veh/h) - - 263 434 881 - HCM Lane V/C Ratio - - 0.037 0.072 0.021 - HCM Control Delay - - 19.2 13.9 9.2 - HCM Lane LOS - - C B A - HCM 95th %tile Q(veh) - - 0.1 0.2 0.1 - G - 11 ATTACHMENT 15 ---PAGE BREAK--- H 2016 Existing Level of Service Analysis School PM Peak-Hour ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 315 604 236 59 344 141 235 534 106 169 306 143 Future Volume (vph) 315 604 236 59 344 141 235 534 106 169 306 143 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 590 0 285 0 205 0 140 0 Storage Lanes 1 0 1 0 2 1 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00 Frt 0.958 0.956 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3391 0 1770 3383 0 3433 1863 1583 1770 1863 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3391 0 1770 3383 0 3433 1863 1583 1770 1863 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 60 54 115 66 Link Speed (mph) 30 30 30 30 Link Distance (ft) 930 1248 851 779 Travel Time 21.1 28.4 19.3 17.7 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 339 649 254 63 370 152 253 574 114 182 329 154 Shared Lane Traffic Lane Group Flow (vph) 339 903 0 63 522 0 253 574 114 182 329 154 Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7 Permitted Phases 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 7 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split 24.0 35.8 10.7 22.5 16.1 38.5 10.7 15.0 37.4 24.0 Total Split 24.0% 35.8% 10.7% 22.5% 16.1% 38.5% 10.7% 15.0% 37.4% 24.0% Maximum Green 19.5 31.3 6.2 18.0 11.6 34.0 6.2 10.5 32.9 19.5 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max None Walk Time 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 Act Effct Green 19.5 30.4 6.1 17.0 11.0 34.0 44.6 10.5 33.5 57.5 Actuated g/C Ratio 0.20 0.31 0.06 0.17 0.11 0.34 0.45 0.11 0.34 0.58 v/c Ratio 0.97 0.83 0.58 0.84 0.67 0.90 0.15 0.97 0.52 0.16 Control Delay 83.3 37.8 67.3 48.3 51.5 50.1 3.6 105.6 30.4 6.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 83.3 37.8 67.3 48.3 51.5 50.1 3.6 105.6 30.4 6.3 H - 1 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS F D E D D D A F C A Approach Delay 50.2 50.4 44.8 45.4 Approach LOS D D D D Queue Length 50th (ft) 217 261 40 152 80 345 0 118 169 24 Queue Length 95th (ft) #395 341 #96 #227 122 #550 30 #255 257 53 Internal Link Dist (ft) 850 1168 771 699 Turn Bay Length (ft) 590 285 205 140 Base Capacity (vph) 348 1113 110 659 402 639 778 187 630 947 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.97 0.81 0.57 0.79 0.63 0.90 0.15 0.97 0.52 0.16 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 99 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 47.8 Intersection LOS: D Intersection Capacity Utilization 83.9% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SR-202 & NE 124th St H - 2 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - School PM Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 101 188 735 147 158 442 Future Volume (vph) 101 188 735 147 158 442 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 300 100 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.98 0.98 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1863 1583 1770 1863 Flt Permitted 0.950 0.209 Satd. Flow (perm) 1770 1548 1863 1546 389 1863 Right Turn on Red Yes Yes Satd. Flow (RTOR) 73 162 Link Speed (mph) 30 30 30 Link Distance (ft) 1132 2212 1750 Travel Time 25.7 50.3 39.8 Confl. Peds. 2 2 2 Confl. Bikes 1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 111 207 808 162 174 486 Shared Lane Traffic Lane Group Flow (vph) 111 207 808 162 174 486 Turn Type Prot Perm NA Perm Perm NA Protected Phases 8 2 6 Permitted Phases 8 2 6 Detector Phase 8 8 2 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 22.5 Total Split 22.5 22.5 22.5 22.5 22.5 22.5 Total Split 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Maximum Green 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min Min Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 Act Effct Green 8.7 8.7 22.4 22.4 22.4 22.4 Actuated g/C Ratio 0.23 0.23 0.60 0.60 0.60 0.60 v/c Ratio 0.27 0.50 0.72 0.16 0.75 0.43 H - 3 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - School PM Lane Group WBL WBR NBT NBR SBL SBT Control Delay 12.5 12.0 16.2 2.1 40.3 8.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.5 12.0 16.2 2.1 40.3 8.0 LOS B B B A D A Approach Delay 12.2 13.9 16.5 Approach LOS B B B Queue Length 50th (ft) 17 21 114 0 25 52 Queue Length 95th (ft) 42 58 #354 20 #127 139 Internal Link Dist (ft) 1052 2132 1670 Turn Bay Length (ft) 75 300 100 Base Capacity (vph) [PHONE REDACTED] [PHONE REDACTED] Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.13 0.26 0.72 0.16 0.75 0.43 Intersection Summary Area Type: Other Cycle Length: 45 Actuated Cycle Length: 37.2 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 14.5 Intersection LOS: B Intersection Capacity Utilization 64.9% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: SR-202 & NE 116th St H - 4 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 43 44 98 18 83 16 778 96 66 455 10 Future Volume (vph) 7 43 44 98 18 83 16 778 96 66 455 10 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 90 95 0 90 0 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 Frt 0.937 0.850 0.984 0.997 Flt Protected 0.996 0.959 0.950 0.950 Satd. Flow (prot) 0 1715 0 0 1786 1583 1770 1833 0 1770 1857 0 Flt Permitted 0.996 0.959 0.429 0.120 Satd. Flow (perm) 0 1715 0 0 1786 1583 799 1833 0 224 1857 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 28 88 7 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 193 [PHONE REDACTED] Travel Time 4.4 5.2 21.7 50.3 Confl. Peds. 1 Confl. Bikes 2 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 7 44 45 100 18 85 16 794 98 67 464 10 Shared Lane Traffic Lane Group Flow (vph) 0 96 0 0 118 85 16 892 0 67 474 0 Turn Type Split NA Split NA Perm pm+pt NA pm+pt NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split 22.6 22.6 22.8 22.8 22.8 9.6 74.8 9.8 75.0 Total Split 17.4% 17.4% 17.5% 17.5% 17.5% 7.4% 57.5% 7.5% 57.7% Maximum Green 18.1 18.1 18.3 18.3 18.3 5.1 70.3 5.3 70.5 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Min None Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 0 Act Effct Green 10.0 12.9 12.9 61.9 58.2 64.0 62.3 Actuated g/C Ratio 0.10 0.13 0.13 0.62 0.59 0.64 0.63 v/c Ratio 0.48 0.51 0.30 0.03 0.83 0.29 0.41 H - 5 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 45.4 55.0 12.8 7.9 27.8 10.9 13.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.4 55.0 12.8 7.9 27.8 10.9 13.0 LOS D E B A C B B Approach Delay 45.4 37.3 27.5 12.8 Approach LOS D D C B Queue Length 50th (ft) 44 76 0 3 484 15 135 Queue Length 95th (ft) 109 154 45 13 #905 38 311 Internal Link Dist (ft) 113 [PHONE REDACTED] Turn Bay Length (ft) 90 95 90 Base Capacity (vph) 364 360 [PHONE REDACTED] 234 1336 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.26 0.33 0.22 0.03 0.68 0.29 0.35 Intersection Summary Area Type: Other Cycle Length: 130 Actuated Cycle Length: 99.4 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 25.1 Intersection LOS: C Intersection Capacity Utilization 75.2% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: SR-202 & 154th Place NE/NE 109th St H - 6 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - School PM Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 584 115 77 454 313 339 Future Volume (vph) 584 115 77 454 313 339 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 110 120 135 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.94 0.98 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.371 Satd. Flow (perm) 1765 1493 691 1863 1863 1550 Right Turn on Red Yes Yes Satd. Flow (RTOR) 84 365 Link Speed (mph) 30 30 30 Link Distance (ft) 217 641 473 Travel Time 4.9 14.6 10.8 Confl. Peds. 1 15 Confl. Bikes 1 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 628 124 83 488 337 365 Shared Lane Traffic Lane Group Flow (vph) 628 124 83 488 337 365 Turn Type Prot Perm pm+pt NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 9.5 22.5 22.5 22.5 Total Split 49.0 49.0 9.5 41.0 31.5 31.5 Total Split 54.4% 54.4% 10.6% 45.6% 35.0% 35.0% Maximum Green 44.5 44.5 5.0 36.5 27.0 27.0 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None Max Max Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 32.1 32.1 36.9 36.9 29.6 29.6 Actuated g/C Ratio 0.41 0.41 0.47 0.47 0.38 0.38 v/c Ratio 0.86 0.19 0.21 0.55 0.48 0.45 H - 7 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - School PM Lane Group EBL EBR NBL NBT SBT SBR Control Delay 33.7 5.9 15.6 19.8 24.6 4.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 33.7 5.9 15.6 19.8 24.6 4.7 LOS C A B B C A Approach Delay 29.1 19.2 14.3 Approach LOS C B B Queue Length 50th (ft) 267 11 22 165 130 0 Queue Length 95th (ft) 401 40 58 326 253 62 Internal Link Dist (ft) 137 561 393 Turn Bay Length (ft) 110 120 135 Base Capacity (vph) 1019 895 396 880 704 813 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.62 0.14 0.21 0.55 0.48 0.45 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 78.2 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay: 21.2 Intersection LOS: C Intersection Capacity Utilization 64.3% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 4: SR-202 & NE 90th St H - 8 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 57 462 149 64 303 37 94 48 106 29 38 54 Future Volume (vph) 57 462 149 64 303 37 94 48 106 29 38 54 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 80 0 80 0 115 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 0.97 1.00 1.00 0.94 0.98 0.99 0.95 Frt 0.850 0.984 0.897 0.912 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1752 1845 1568 1752 1808 0 1752 1621 0 1752 1598 0 Flt Permitted 0.419 0.211 0.623 0.656 Satd. Flow (perm) 766 1845 1528 389 1808 0 1083 1621 0 1201 1598 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 155 9 110 56 Link Speed (mph) 30 30 30 30 Link Distance (ft) 629 430 546 516 Travel Time 14.3 9.8 12.4 11.7 Confl. Peds. 7 2 2 7 27 4 4 27 Confl. Bikes 1 1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Adj. Flow (vph) 59 481 155 67 316 39 98 50 110 30 40 56 Shared Lane Traffic Lane Group Flow (vph) 59 481 155 67 355 0 98 160 0 30 96 0 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split 9.6 44.0 44.0 10.2 44.6 10.6 26.3 9.5 25.2 Total Split 10.7% 48.9% 48.9% 11.3% 49.6% 11.8% 29.2% 10.6% 28.0% Maximum Green 5.1 39.5 39.5 5.7 40.1 6.1 21.8 5.0 20.7 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max None Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 28.7 25.0 25.0 30.4 27.4 29.1 27.0 26.1 22.5 Actuated g/C Ratio 0.40 0.35 0.35 0.42 0.38 0.40 0.37 0.36 0.31 H - 9 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.16 0.76 0.25 0.24 0.51 0.20 0.24 0.06 0.18 Control Delay 11.5 29.6 4.1 12.7 20.3 18.1 10.5 17.3 13.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.5 29.6 4.1 12.7 20.3 18.1 10.5 17.3 13.9 LOS B C A B C B B B B Approach Delay 22.4 19.1 13.4 14.7 Approach LOS C B B B Queue Length 50th (ft) 15 201 0 17 131 28 14 8 14 Queue Length 95th (ft) 32 302 34 35 204 73 73 30 58 Internal Link Dist (ft) 549 350 466 436 Turn Bay Length (ft) 200 80 80 115 Base Capacity (vph) 378 1077 [PHONE REDACTED] 495 674 474 535 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.16 0.45 0.16 0.24 0.33 0.20 0.24 0.06 0.18 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 72.3 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 19.3 Intersection LOS: B Intersection Capacity Utilization 63.7% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 5: 160th Ave NE & NE 90th St H - 10 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 6: SR-202 & Combined Access Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - School PM Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 18 29 875 35 15 601 Future Vol, veh/h 18 29 875 35 15 601 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 - 100 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 50 50 89 89 90 90 Heavy Vehicles, % 6 6 2 2 2 2 Mvmt Flow 36 58 983 39 17 668 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1684 983 0 0 983 0 Stage 1 983 - - - - - Stage 2 701 - - - - - Critical Hdwy 6.46 6.26 - - 4.12 - Critical Hdwy Stg 1 5.46 - - - - - Critical Hdwy Stg 2 5.46 - - - - - Follow-up Hdwy 3.554 3.354 - - 2.218 - Pot Cap-1 Maneuver 101 297 - - 703 - Stage 1 356 - - - - - Stage 2 485 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 99 297 - - 703 - Mov Cap-2 Maneuver 229 - - - - - Stage 1 356 - - - - - Stage 2 473 - - - - - Approach WB NB SB HCM Control Delay, s 21.4 0 0.2 HCM LOS C Minor Lane/Major Mvmt NBT SBL SBT Capacity (veh/h) - - 229 297 703 - HCM Lane V/C Ratio - - 0.157 0.195 0.024 - HCM Control Delay - - 23.6 20 10.2 - HCM Lane LOS - - C C B - HCM 95th %tile Q(veh) - - 0.5 0.7 0.1 - H - 11 ATTACHMENT 15 ---PAGE BREAK--- I 2016 Existing Level of Service Analysis PM Peak-Hour ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 404 769 288 79 370 180 247 623 112 137 372 102 Future Volume (vph) 404 769 288 79 370 180 247 623 112 137 372 102 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 590 0 285 0 205 0 140 0 Storage Lanes 1 0 1 0 2 1 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 Frt 0.959 0.951 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3374 0 1770 3366 0 3433 1863 1583 1770 1863 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3374 0 1770 3366 0 3433 1863 1583 1770 1863 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 49 59 95 55 Link Speed (mph) 30 30 30 30 Link Distance (ft) 930 1248 851 779 Travel Time 21.1 28.4 19.3 17.7 Confl. Bikes 2 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 412 785 294 81 378 184 252 636 114 140 380 104 Shared Lane Traffic Lane Group Flow (vph) 412 1079 0 81 562 0 252 636 114 140 380 104 Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7 Permitted Phases 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 7 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split 33.4 45.7 11.4 23.7 19.0 47.9 11.4 15.0 43.9 33.4 Total Split 27.8% 38.1% 9.5% 19.8% 15.8% 39.9% 9.5% 12.5% 36.6% 27.8% Maximum Green 28.9 41.2 6.9 19.2 14.5 43.4 6.9 10.5 39.4 28.9 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max None Walk Time 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 Act Effct Green 28.9 41.2 6.9 19.2 13.2 43.4 54.8 10.5 40.7 74.1 Actuated g/C Ratio 0.24 0.34 0.06 0.16 0.11 0.36 0.46 0.09 0.34 0.62 v/c Ratio 0.97 0.91 0.80 0.96 0.67 0.95 0.15 0.91 0.60 0.10 Control Delay 81.7 47.8 103.7 72.6 60.4 61.4 5.7 106.4 38.1 5.2 I - 1 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 81.7 47.8 103.7 72.6 60.4 61.4 5.7 106.4 38.1 5.2 LOS F D F E E E A F D A Approach Delay 57.2 76.6 54.8 48.0 Approach LOS E E D D Queue Length 50th (ft) 317 401 63 207 97 474 8 109 246 14 Queue Length 95th (ft) #520 #531 #153 #322 141 #709 41 #233 354 38 Internal Link Dist (ft) 850 1168 771 699 Turn Bay Length (ft) 590 285 205 140 Base Capacity (vph) 426 1190 101 588 414 673 774 154 632 998 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.97 0.91 0.80 0.96 0.61 0.95 0.15 0.91 0.60 0.10 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 58.3 Intersection LOS: E Intersection Capacity Utilization 93.8% ICU Level of Service F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SR-202 & NE 124th St I - 2 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - PM Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 85 244 759 138 238 502 Future Volume (vph) 85 244 759 138 238 502 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 300 100 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1863 1583 1770 1863 Flt Permitted 0.950 0.269 Satd. Flow (perm) 1765 1583 1863 1583 501 1863 Right Turn on Red Yes Yes Satd. Flow (RTOR) 252 142 Link Speed (mph) 30 30 30 Link Distance (ft) 1132 2212 1750 Travel Time 25.7 50.3 39.8 Confl. Peds. 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 88 252 782 142 245 518 Shared Lane Traffic Lane Group Flow (vph) 88 252 782 142 245 518 Turn Type Prot Perm NA Perm Perm NA Protected Phases 8 2 6 Permitted Phases 8 2 6 Detector Phase 8 8 2 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 22.5 Total Split 22.5 22.5 67.5 67.5 67.5 67.5 Total Split 25.0% 25.0% 75.0% 75.0% 75.0% 75.0% Maximum Green 18.0 18.0 63.0 63.0 63.0 63.0 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min Min Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 Act Effct Green 8.8 8.8 33.9 33.9 33.9 33.9 Actuated g/C Ratio 0.17 0.17 0.64 0.64 0.64 0.64 v/c Ratio 0.30 0.53 0.65 0.13 0.76 0.43 Control Delay 27.0 9.2 8.4 1.0 23.9 5.5 I - 3 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - PM Lane Group WBL WBR NBT NBR SBL SBT Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.0 9.2 8.4 1.0 23.9 5.5 LOS C A A A C A Approach Delay 13.8 7.2 11.4 Approach LOS B A B Queue Length 50th (ft) 20 0 102 0 36 55 Queue Length 95th (ft) 86 64 232 12 #166 123 Internal Link Dist (ft) 1052 2132 1670 Turn Bay Length (ft) 75 300 100 Base Capacity (vph) [PHONE REDACTED] 1507 475 1765 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.13 0.33 0.44 0.09 0.52 0.29 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 52.7 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 9.9 Intersection LOS: A Intersection Capacity Utilization 69.1% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: SR-202 & NE 116th St I - 4 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 13 69 49 66 41 94 37 793 77 68 499 20 Future Volume (vph) 13 69 49 66 41 94 37 793 77 68 499 20 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 90 95 0 90 0 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 1.00 0.98 1.00 Frt 0.949 0.850 0.987 0.994 Flt Protected 0.995 0.970 0.950 0.950 Satd. Flow (prot) 0 1737 0 0 1807 1583 1770 1835 0 1770 1852 0 Flt Permitted 0.995 0.970 0.353 0.081 Satd. Flow (perm) 0 1737 0 0 1798 1548 658 1835 0 151 1852 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 24 104 6 2 Link Speed (mph) 30 30 30 30 Link Distance (ft) 193 [PHONE REDACTED] Travel Time 4.4 5.2 21.7 50.3 Confl. Peds. 3 3 1 1 Confl. Bikes 2 1 2 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 13 71 51 68 42 97 38 818 79 70 514 21 Shared Lane Traffic Lane Group Flow (vph) 0 135 0 0 110 97 38 897 0 70 535 0 Turn Type Split NA Split NA Perm pm+pt NA pm+pt NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split 22.6 22.6 22.6 22.6 22.6 9.6 55.2 9.6 55.2 Total Split 20.5% 20.5% 20.5% 20.5% 20.5% 8.7% 50.2% 8.7% 50.2% Maximum Green 18.1 18.1 18.1 18.1 18.1 5.1 50.7 5.1 50.7 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Min None Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 0 Act Effct Green 11.5 11.2 11.2 56.3 52.3 57.2 54.3 Actuated g/C Ratio 0.12 0.12 0.12 0.59 0.54 0.60 0.57 v/c Ratio 0.59 0.52 0.36 0.09 0.90 0.40 0.51 I - 5 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 44.2 50.2 11.2 9.4 35.4 15.9 17.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 44.2 50.2 11.2 9.4 35.4 15.9 17.5 LOS D D B A D B B Approach Delay 44.2 32.0 34.3 17.3 Approach LOS D C C B Queue Length 50th (ft) 65 65 0 8 482 15 207 Queue Length 95th (ft) 131 125 42 26 #909 42 378 Internal Link Dist (ft) 113 [PHONE REDACTED] Turn Bay Length (ft) 90 95 90 Base Capacity (vph) 348 342 [PHONE REDACTED] 176 1047 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.39 0.32 0.26 0.09 0.90 0.40 0.51 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 96.1 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 29.3 Intersection LOS: C Intersection Capacity Utilization 76.0% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: SR-202 & 154th Place NE/NE 109th St I - 6 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - PM Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 694 104 84 483 319 318 Future Volume (vph) 694 104 84 483 319 318 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 110 120 135 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.96 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.341 Satd. Flow (perm) 1770 1521 635 1863 1863 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 67 331 Link Speed (mph) 30 30 30 Link Distance (ft) 217 641 473 Travel Time 4.9 14.6 10.8 Confl. Peds. 7 Confl. Bikes 3 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 723 108 88 503 332 331 Shared Lane Traffic Lane Group Flow (vph) 723 108 88 503 332 331 Turn Type Prot Perm pm+pt NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 9.5 22.5 22.5 22.5 Total Split 51.0 51.0 10.0 39.0 29.0 29.0 Total Split 56.7% 56.7% 11.1% 43.3% 32.2% 32.2% Maximum Green 46.5 46.5 5.5 34.5 24.5 24.5 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None Max Max Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 37.0 37.0 34.9 34.9 27.2 27.2 Actuated g/C Ratio 0.46 0.46 0.43 0.43 0.34 0.34 v/c Ratio 0.89 0.15 0.25 0.63 0.53 0.44 I - 7 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - PM Lane Group EBL EBR NBL NBT SBT SBR Control Delay 34.8 5.8 18.5 24.3 29.0 5.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.8 5.8 18.5 24.3 29.0 5.3 LOS C A B C C A Approach Delay 31.1 23.4 17.2 Approach LOS C C B Queue Length 50th (ft) 319 11 27 200 145 0 Queue Length 95th (ft) 481 36 64 353 260 62 Internal Link Dist (ft) 137 561 393 Turn Bay Length (ft) 110 120 135 Base Capacity (vph) 1028 911 351 802 625 751 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.70 0.12 0.25 0.63 0.53 0.44 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 81 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.89 Intersection Signal Delay: 24.5 Intersection LOS: C Intersection Capacity Utilization 71.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 4: SR-202 & NE 90th St I - 8 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 98 607 211 52 239 30 112 69 130 28 54 41 Future Volume (vph) 98 607 211 52 239 30 112 69 130 28 54 41 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 80 0 80 0 115 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 0.96 1.00 0.94 0.96 0.98 0.96 Frt 0.850 0.983 0.902 0.935 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1787 1881 1599 1787 1841 0 1787 1635 0 1787 1695 0 Flt Permitted 0.472 0.137 0.626 0.609 Satd. Flow (perm) 879 1881 1533 258 1841 0 1112 1635 0 1119 1695 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 227 9 98 39 Link Speed (mph) 30 30 30 30 Link Distance (ft) 629 430 546 516 Travel Time 14.3 9.8 12.4 11.7 Confl. Peds. 7 8 8 7 26 14 14 26 Confl. Bikes 2 1 1 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% Adj. Flow (vph) 105 653 227 56 257 32 120 74 140 30 58 44 Shared Lane Traffic Lane Group Flow (vph) 105 653 227 56 289 0 120 214 0 30 102 0 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split 9.9 46.0 46.0 9.5 45.6 10.0 25.0 9.5 24.5 Total Split 11.0% 51.1% 51.1% 10.6% 50.7% 11.1% 27.8% 10.6% 27.2% Maximum Green 5.4 41.5 41.5 5.0 41.1 5.5 20.5 5.0 20.0 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max None Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 36.0 33.1 33.1 34.4 30.7 27.4 25.5 25.0 21.3 Actuated g/C Ratio 0.47 0.43 0.43 0.45 0.40 0.36 0.33 0.33 0.28 I - 9 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.22 0.80 0.29 0.25 0.39 0.27 0.35 0.07 0.20 Control Delay 10.8 28.0 3.2 12.2 17.7 22.0 16.5 20.1 19.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.8 28.0 3.2 12.2 17.7 22.0 16.5 20.1 19.8 LOS B C A B B C B C B Approach Delay 20.5 16.8 18.5 19.8 Approach LOS C B B B Queue Length 50th (ft) 26 295 0 13 99 43 42 10 26 Queue Length 95th (ft) 49 436 38 30 158 90 122 31 72 Internal Link Dist (ft) 549 350 466 436 Turn Bay Length (ft) 200 80 80 115 Base Capacity (vph) 482 1080 [PHONE REDACTED] 450 611 412 500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.22 0.60 0.23 0.25 0.27 0.27 0.35 0.07 0.20 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 76.3 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 19.3 Intersection LOS: B Intersection Capacity Utilization 70.6% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 5: 160th Ave NE & NE 90th St I - 10 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 6: SR-202 & Combined Access Willows Preparatory School (14-119) GTC (MJP) Existing 2016 - PM Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 16 18 982 21 5 739 Future Vol, veh/h 16 18 982 21 5 739 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 - 100 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 50 50 98 98 92 92 Heavy Vehicles, % 0 0 1 1 2 2 Mvmt Flow 32 36 1002 21 5 803 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1816 1002 0 0 1002 0 Stage 1 1002 - - - - - Stage 2 814 - - - - - Critical Hdwy 6.4 6.2 - - 4.12 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.218 - Pot Cap-1 Maneuver 87 297 - - 691 - Stage 1 358 - - - - - Stage 2 439 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 86 297 - - 691 - Mov Cap-2 Maneuver 218 - - - - - Stage 1 358 - - - - - Stage 2 436 - - - - - Approach WB NB SB HCM Control Delay, s 21.4 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT SBL SBT Capacity (veh/h) - - 218 297 691 - HCM Lane V/C Ratio - - 0.147 0.121 0.008 - HCM Control Delay - - 24.3 18.8 10.3 - HCM Lane LOS - - C C B - HCM 95th %tile Q(veh) - - 0.5 0.4 0 - I - 11 ATTACHMENT 15 ---PAGE BREAK--- J 2022 Baseline Level of Service Analysis AM Peak-Hour ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 101 303 131 193 899 132 350 295 47 78 443 315 Future Volume (vph) 101 303 131 193 899 132 350 295 47 78 443 315 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 590 0 285 0 205 0 140 0 Storage Lanes 1 0 1 0 2 1 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00 Frt 0.955 0.981 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1736 3315 0 1736 3405 0 3367 1827 1553 1736 1827 1553 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1736 3315 0 1736 3405 0 3367 1827 1553 1736 1827 1553 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 68 19 73 127 Link Speed (mph) 30 30 30 30 Link Distance (ft) 930 1248 851 779 Travel Time 21.1 28.4 19.3 17.7 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 105 316 136 201 936 138 365 307 49 81 461 328 Shared Lane Traffic Lane Group Flow (vph) 105 452 0 201 1074 0 365 307 49 81 461 328 Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7 Permitted Phases 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 7 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split 11.4 24.1 20.1 32.8 16.0 31.4 20.1 14.4 29.8 11.4 Total Split 12.7% 26.8% 22.3% 36.4% 17.8% 34.9% 22.3% 16.0% 33.1% 12.7% Maximum Green 6.9 19.6 15.6 28.3 11.5 26.9 15.6 9.9 25.3 6.9 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max None Walk Time 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 Act Effct Green 6.9 21.2 14.0 28.3 11.5 30.2 48.8 8.6 25.3 36.7 Actuated g/C Ratio 0.08 0.24 0.16 0.31 0.13 0.34 0.54 0.10 0.28 0.41 v/c Ratio 0.79 0.54 0.74 0.99 0.85 0.50 0.06 0.49 0.90 0.46 Control Delay 79.8 28.8 53.5 56.9 58.0 28.7 1.5 48.4 53.9 14.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 J - 1 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 79.8 28.8 53.5 56.9 58.0 28.7 1.5 48.4 53.9 14.0 LOS E C D E E C A D D B Approach Delay 38.4 56.3 41.7 38.3 Approach LOS D E D D Queue Length 50th (ft) 60 103 108 313 106 145 0 44 251 77 Queue Length 95th (ft) #149 153 #195 #458 #180 230 10 90 #429 150 Internal Link Dist (ft) 850 1168 771 699 Turn Bay Length (ft) 590 285 205 140 Base Capacity (vph) 133 [PHONE REDACTED] 430 614 900 190 513 708 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.79 0.54 0.67 0.99 0.85 0.50 0.05 0.43 0.90 0.46 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.99 Intersection Signal Delay: 45.8 Intersection LOS: D Intersection Capacity Utilization 83.0% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SR-202 & NE 124th St J - 2 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - AM Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 304 261 413 52 86 696 Future Volume (vph) 304 261 413 52 86 696 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 300 100 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1736 1553 1827 1553 1736 1827 Flt Permitted 0.950 0.450 Satd. Flow (perm) 1736 1553 1827 1553 822 1827 Right Turn on Red Yes Yes Satd. Flow (RTOR) 275 55 Link Speed (mph) 30 30 30 Link Distance (ft) 1132 2212 1750 Travel Time 25.7 50.3 39.8 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 320 275 435 55 91 733 Shared Lane Traffic Lane Group Flow (vph) 320 275 435 55 91 733 Turn Type Prot Perm NA Perm Perm NA Protected Phases 8 2 6 Permitted Phases 8 2 6 Detector Phase 8 8 2 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 22.5 Total Split 31.0 31.0 59.0 59.0 59.0 59.0 Total Split 34.4% 34.4% 65.6% 65.6% 65.6% 65.6% Maximum Green 26.5 26.5 54.5 54.5 54.5 54.5 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min Min Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 Act Effct Green 16.6 16.6 31.2 31.2 31.2 31.2 Actuated g/C Ratio 0.29 0.29 0.54 0.54 0.54 0.54 v/c Ratio 0.64 0.43 0.44 0.06 0.21 0.74 Control Delay 27.3 5.5 9.7 2.4 8.6 15.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 J - 3 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - AM Lane Group WBL WBR NBT NBR SBL SBT Total Delay 27.3 5.5 9.7 2.4 8.6 15.8 LOS C A A A A B Approach Delay 17.2 8.9 15.0 Approach LOS B A B Queue Length 50th (ft) 89 0 74 0 13 159 Queue Length 95th (ft) 241 55 178 14 45 376 Internal Link Dist (ft) 1052 2132 1670 Turn Bay Length (ft) 75 300 100 Base Capacity (vph) [PHONE REDACTED] 1380 727 1616 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.36 0.30 0.27 0.04 0.13 0.45 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 57.8 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 14.1 Intersection LOS: B Intersection Capacity Utilization 61.0% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: SR-202 & NE 116th St J - 4 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 44 239 227 43 101 24 365 75 21 918 46 Future Volume (vph) 5 44 239 227 43 101 24 365 75 21 918 46 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 90 95 0 90 0 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.98 1.00 0.97 1.00 1.00 Frt 0.888 0.850 0.975 0.993 Flt Protected 0.999 0.960 0.950 0.950 Satd. Flow (prot) 0 1600 0 0 1771 1568 1752 1791 0 1752 1832 0 Flt Permitted 0.999 0.960 0.050 0.396 Satd. Flow (perm) 0 1600 0 0 1767 1515 92 1791 0 730 1832 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 135 76 11 3 Link Speed (mph) 30 30 30 30 Link Distance (ft) 193 [PHONE REDACTED] Travel Time 4.4 5.2 21.7 50.3 Confl. Peds. 1 1 1 1 Confl. Bikes 1 6 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Adj. Flow (vph) 5 45 246 234 44 104 25 376 77 22 946 47 Shared Lane Traffic Lane Group Flow (vph) 0 296 0 0 278 104 25 453 0 22 993 0 Turn Type Split NA Split NA Perm pm+pt NA pm+pt NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split 23.0 23.0 29.0 29.0 29.0 9.6 88.4 9.6 88.4 Total Split 15.3% 15.3% 19.3% 19.3% 19.3% 6.4% 58.9% 6.4% 58.9% Maximum Green 18.5 18.5 24.5 24.5 24.5 5.1 83.9 5.1 83.9 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Min None Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 0 Act Effct Green 17.8 24.3 24.3 82.5 79.7 82.5 79.7 Actuated g/C Ratio 0.13 0.17 0.17 0.59 0.57 0.59 0.57 J - 5 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.93 0.91 0.32 0.22 0.45 0.05 0.96 Control Delay 68.2 91.5 21.5 15.5 19.5 11.2 49.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 68.2 91.5 21.5 15.5 19.5 11.2 49.1 LOS E F C B B B D Approach Delay 68.2 72.4 19.3 48.3 Approach LOS E E B D Queue Length 50th (ft) 165 274 24 9 246 8 902 Queue Length 95th (ft) #354 #459 81 21 336 20 #1237 Internal Link Dist (ft) 113 [PHONE REDACTED] Turn Bay Length (ft) 90 95 90 Base Capacity (vph) 329 311 [PHONE REDACTED] 465 1104 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.90 0.89 0.32 0.22 0.42 0.05 0.90 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 140.8 Natural Cycle: 140 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 48.9 Intersection LOS: D Intersection Capacity Utilization 94.6% ICU Level of Service F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: SR-202 & 154th Place NE/NE 109th St J - 6 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - AM Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 178 42 72 225 617 973 Future Volume (vph) 178 42 72 225 617 973 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 110 120 135 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.94 0.98 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1752 1568 1752 1845 1845 1568 Flt Permitted 0.950 0.306 Satd. Flow (perm) 1752 1471 564 1845 1845 1533 Right Turn on Red Yes Yes Satd. Flow (RTOR) 43 990 Link Speed (mph) 30 30 30 Link Distance (ft) 217 641 473 Travel Time 4.9 14.6 10.8 Confl. Peds. 17 Confl. Bikes 4 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles 3% 3% 3% 3% 3% 3% Adj. Flow (vph) 184 43 74 [PHONE REDACTED] Shared Lane Traffic Lane Group Flow (vph) 184 43 74 [PHONE REDACTED] Turn Type Prot Perm pm+pt NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 9.5 22.5 22.5 22.5 Total Split 22.6 22.6 9.6 67.4 57.8 57.8 Total Split 25.1% 25.1% 10.7% 74.9% 64.2% 64.2% Maximum Green 18.1 18.1 5.1 62.9 53.3 53.3 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None Max Max Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 14.1 14.1 65.8 65.8 57.9 57.9 Actuated g/C Ratio 0.16 0.16 0.74 0.74 0.65 0.65 J - 7 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - AM Lane Group EBL EBR NBL NBT SBT SBR v/c Ratio 0.66 0.16 0.15 0.17 0.53 0.75 Control Delay 46.3 11.2 4.5 4.2 11.5 4.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.3 11.2 4.5 4.2 11.5 4.8 LOS D B A A B A Approach Delay 39.7 4.3 7.4 Approach LOS D A A Queue Length 50th (ft) 94 0 9 32 181 2 Queue Length 95th (ft) 161 27 24 64 306 52 Internal Link Dist (ft) 137 561 393 Turn Bay Length (ft) 110 120 135 Base Capacity (vph) 357 [PHONE REDACTED] 1202 1344 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.52 0.13 0.15 0.17 0.53 0.75 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 88.9 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 10.3 Intersection LOS: B Intersection Capacity Utilization 71.9% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 4: SR-202 & NE 90th St J - 8 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 23 175 90 116 882 28 98 17 18 55 55 141 Future Volume (vph) 23 175 90 116 882 28 98 17 18 55 55 141 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 80 0 80 0 115 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.96 0.98 1.00 0.95 0.98 0.99 0.93 Frt 0.850 0.995 0.923 0.892 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1736 1827 1553 1736 1815 0 1736 1657 0 1736 1516 0 Flt Permitted 0.082 0.579 0.443 0.733 Satd. Flow (perm) 150 1827 1484 1038 1815 0 772 1657 0 1321 1516 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 115 2 19 113 Link Speed (mph) 30 30 30 30 Link Distance (ft) 629 430 546 516 Travel Time 14.3 9.8 12.4 11.7 Confl. Peds. 12 9 9 12 27 5 5 27 Confl. Bikes 5 2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 24 186 96 123 938 30 104 18 19 59 59 150 Shared Lane Traffic Lane Group Flow (vph) 24 186 96 123 968 0 104 37 0 59 209 0 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split 9.6 56.1 56.1 10.5 57.0 9.8 23.8 9.6 23.6 Total Split 9.6% 56.1% 56.1% 10.5% 57.0% 9.8% 23.8% 9.6% 23.6% Maximum Green 5.1 51.6 51.6 6.0 52.5 5.3 19.3 5.1 19.1 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max None Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 50.9 45.8 45.8 55.0 52.8 23.5 19.4 23.2 19.3 Actuated g/C Ratio 0.55 0.50 0.50 0.60 0.57 0.25 0.21 0.25 0.21 J - 9 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.14 0.21 0.12 0.19 0.93 0.41 0.10 0.17 0.52 Control Delay 9.5 14.1 2.1 8.7 37.0 31.7 20.9 26.3 21.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.5 14.1 2.1 8.7 37.0 31.7 20.9 26.3 21.5 LOS A B A A D C C C C Approach Delay 10.0 33.8 28.8 22.6 Approach LOS A C C C Queue Length 50th (ft) 5 61 0 29 460 43 8 24 47 Queue Length 95th (ft) 15 101 18 53 #900 94 37 59 128 Internal Link Dist (ft) 549 350 466 436 Turn Bay Length (ft) 200 80 80 115 Base Capacity (vph) 170 1027 [PHONE REDACTED] 252 363 355 405 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.14 0.18 0.11 0.19 0.93 0.41 0.10 0.17 0.52 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 92.3 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.93 Intersection Signal Delay: 27.7 Intersection LOS: C Intersection Capacity Utilization 87.8% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 5: 160th Ave NE & NE 90th St J - 10 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 6: SR-202 & Combined Access Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - AM Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 6 18 693 19 18 766 Future Vol, veh/h 6 18 693 19 18 766 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 - 100 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 51 51 86 86 86 86 Heavy Vehicles, % 0 0 4 4 3 3 Mvmt Flow 12 35 806 22 21 891 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1739 806 0 0 806 0 Stage 1 806 - - - - - Stage 2 933 - - - - - Critical Hdwy 6.4 6.2 - - 4.13 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.227 - Pot Cap-1 Maneuver 97 385 - - 814 - Stage 1 443 - - - - - Stage 2 386 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 94 385 - - 814 - Mov Cap-2 Maneuver 228 - - - - - Stage 1 443 - - - - - Stage 2 376 - - - - - Approach WB NB SB HCM Control Delay, s 16.9 0 0.2 HCM LOS C Minor Lane/Major Mvmt NBT SBL SBT Capacity (veh/h) - - 228 385 814 - HCM Lane V/C Ratio - - 0.052 0.092 0.026 - HCM Control Delay - - 21.6 15.3 9.5 - HCM Lane LOS - - C C A - HCM 95th %tile Q(veh) - - 0.2 0.3 0.1 - J - 11 ATTACHMENT 15 ---PAGE BREAK--- K 2022 Baseline Level of Service Analysis School PM Peak-Hour ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 355 680 266 66 387 159 265 601 119 190 345 161 Future Volume (vph) 355 680 266 66 387 159 265 601 119 190 345 161 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 590 0 285 0 205 0 140 0 Storage Lanes 1 0 1 0 2 1 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00 Frt 0.958 0.956 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3391 0 1770 3383 0 3433 1863 1583 1770 1863 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3391 0 1770 3383 0 3433 1863 1583 1770 1863 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 60 54 115 65 Link Speed (mph) 30 30 30 30 Link Distance (ft) 930 1248 851 779 Travel Time 21.1 28.4 19.3 17.7 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 382 731 286 71 416 171 285 646 128 204 371 173 Shared Lane Traffic Lane Group Flow (vph) 382 1017 0 71 587 0 285 646 128 204 371 173 Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7 Permitted Phases 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 7 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split 24.0 35.8 10.7 22.5 16.1 38.5 10.7 15.0 37.4 24.0 Total Split 24.0% 35.8% 10.7% 22.5% 16.1% 38.5% 10.7% 15.0% 37.4% 24.0% Maximum Green 19.5 31.3 6.2 18.0 11.6 34.0 6.2 10.5 32.9 19.5 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max None Walk Time 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 Act Effct Green 19.5 31.0 6.2 17.7 11.3 34.0 44.7 10.5 33.2 57.2 Actuated g/C Ratio 0.20 0.31 0.06 0.18 0.11 0.34 0.45 0.11 0.33 0.57 v/c Ratio 1.10 0.93 0.65 0.91 0.74 1.02 0.17 1.10 0.60 0.18 Control Delay 118.5 46.5 73.4 56.2 55.0 74.3 4.6 138.3 32.7 6.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 118.5 46.5 73.4 56.2 55.0 74.3 4.6 138.3 32.7 6.9 K - 1 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS F D E E E E A F C A Approach Delay 66.2 58.1 60.7 55.5 Approach LOS E E E E Queue Length 50th (ft) ~279 311 45 177 91 ~425 5 ~148 196 30 Queue Length 95th (ft) #461 #441 #112 #277 #139 #654 37 #291 294 62 Internal Link Dist (ft) 850 1168 771 699 Turn Bay Length (ft) 590 285 205 140 Base Capacity (vph) 346 1105 109 655 399 635 773 186 620 936 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.10 0.92 0.65 0.90 0.71 1.02 0.17 1.10 0.60 0.18 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 99.7 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.10 Intersection Signal Delay: 61.2 Intersection LOS: E Intersection Capacity Utilization 92.6% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SR-202 & NE 124th St K - 2 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - School PM Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 114 212 828 166 178 498 Future Volume (vph) 114 212 828 166 178 498 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 300 100 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.98 0.98 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1863 1583 1770 1863 Flt Permitted 0.950 0.189 Satd. Flow (perm) 1770 1548 1863 1546 352 1863 Right Turn on Red Yes Yes Satd. Flow (RTOR) 51 182 Link Speed (mph) 30 30 30 Link Distance (ft) 1132 2212 1750 Travel Time 25.7 50.3 39.8 Confl. Peds. 2 2 2 Confl. Bikes 1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 125 233 910 182 196 547 Shared Lane Traffic Lane Group Flow (vph) 125 233 910 182 196 547 Turn Type Prot Perm NA Perm Perm NA Protected Phases 8 2 6 Permitted Phases 8 2 6 Detector Phase 8 8 2 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 22.5 Total Split 22.5 22.5 22.5 22.5 22.5 22.5 Total Split 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Maximum Green 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min Min Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 Act Effct Green 9.7 9.7 22.1 22.1 22.1 22.1 Actuated g/C Ratio 0.26 0.26 0.58 0.58 0.58 0.58 v/c Ratio 0.28 0.54 0.84 0.19 0.96 0.50 K - 3 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - School PM Lane Group WBL WBR NBT NBR SBL SBT Control Delay 12.0 13.7 23.4 2.2 79.3 9.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.0 13.7 23.4 2.2 79.3 9.8 LOS B B C A E A Approach Delay 13.1 19.8 28.1 Approach LOS B B C Queue Length 50th (ft) 20 30 155 0 ~49 67 Queue Length 95th (ft) 46 71 #436 23 #125 #182 Internal Link Dist (ft) 1052 2132 1670 Turn Bay Length (ft) 75 300 100 Base Capacity (vph) [PHONE REDACTED] [PHONE REDACTED] Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.15 0.31 0.84 0.19 0.96 0.50 Intersection Summary Area Type: Other Cycle Length: 45 Actuated Cycle Length: 37.9 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 21.6 Intersection LOS: C Intersection Capacity Utilization 71.6% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: SR-202 & NE 116th St K - 4 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8 48 50 110 20 93 18 876 108 74 512 11 Future Volume (vph) 8 48 50 110 20 93 18 876 108 74 512 11 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 90 95 0 90 0 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 Frt 0.936 0.850 0.984 0.997 Flt Protected 0.996 0.959 0.950 0.950 Satd. Flow (prot) 0 1713 0 0 1786 1583 1770 1833 0 1770 1857 0 Flt Permitted 0.996 0.959 0.388 0.072 Satd. Flow (perm) 0 1713 0 0 1786 1583 723 1833 0 134 1857 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 29 95 7 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 193 [PHONE REDACTED] Travel Time 4.4 5.2 21.7 50.3 Confl. Peds. 1 Confl. Bikes 2 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 8 49 51 112 20 95 18 894 110 76 522 11 Shared Lane Traffic Lane Group Flow (vph) 0 108 0 0 132 95 18 1004 0 76 533 0 Turn Type Split NA Split NA Perm pm+pt NA pm+pt NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split 22.6 22.6 22.8 22.8 22.8 9.6 74.8 9.8 75.0 Total Split 17.4% 17.4% 17.5% 17.5% 17.5% 7.4% 57.5% 7.5% 57.7% Maximum Green 18.1 18.1 18.3 18.3 18.3 5.1 70.3 5.3 70.5 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Min None Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 0 Act Effct Green 10.9 13.6 13.6 74.2 70.3 76.3 74.3 Actuated g/C Ratio 0.09 0.12 0.12 0.64 0.61 0.66 0.64 v/c Ratio 0.58 0.63 0.35 0.04 0.90 0.47 0.45 K - 5 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 50.7 64.2 13.5 8.3 34.5 18.9 14.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.7 64.2 13.5 8.3 34.5 18.9 14.0 LOS D E B A C B B Approach Delay 50.7 43.0 34.0 14.7 Approach LOS D D C B Queue Length 50th (ft) 58 97 0 4 646 18 168 Queue Length 95th (ft) 121 171 51 15 #1124 50 370 Internal Link Dist (ft) 113 [PHONE REDACTED] Turn Bay Length (ft) 90 95 90 Base Capacity (vph) 295 285 [PHONE REDACTED] 163 1203 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.37 0.46 0.29 0.04 0.89 0.47 0.44 Intersection Summary Area Type: Other Cycle Length: 130 Actuated Cycle Length: 115.9 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 30.0 Intersection LOS: C Intersection Capacity Utilization 81.9% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: SR-202 & 154th Place NE/NE 109th St K - 6 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - School PM Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 658 130 87 511 352 382 Future Volume (vph) 658 130 87 511 352 382 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 110 120 135 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.94 0.98 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.309 Satd. Flow (perm) 1765 1493 576 1863 1863 1550 Right Turn on Red Yes Yes Satd. Flow (RTOR) 84 398 Link Speed (mph) 30 30 30 Link Distance (ft) 217 641 473 Travel Time 4.9 14.6 10.8 Confl. Peds. 1 15 Confl. Bikes 1 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 708 140 94 549 378 411 Shared Lane Traffic Lane Group Flow (vph) 708 140 94 549 378 411 Turn Type Prot Perm pm+pt NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 9.5 22.5 22.5 22.5 Total Split 49.0 49.0 9.5 41.0 31.5 31.5 Total Split 54.4% 54.4% 10.6% 45.6% 35.0% 35.0% Maximum Green 44.5 44.5 5.0 36.5 27.0 27.0 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None Max Max Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 36.9 36.9 36.8 36.8 29.5 29.5 Actuated g/C Ratio 0.45 0.45 0.44 0.44 0.36 0.36 v/c Ratio 0.90 0.20 0.29 0.66 0.57 0.51 K - 7 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - School PM Lane Group EBL EBR NBL NBT SBT SBR Control Delay 36.6 6.5 18.2 24.6 28.7 5.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 36.6 6.5 18.2 24.6 28.7 5.6 LOS D A B C C A Approach Delay 31.6 23.7 16.7 Approach LOS C C B Queue Length 50th (ft) 324 16 29 230 171 5 Queue Length 95th (ft) #502 47 64 382 287 75 Internal Link Dist (ft) 137 561 393 Turn Bay Length (ft) 110 120 135 Base Capacity (vph) 959 847 328 828 662 807 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.74 0.17 0.29 0.66 0.57 0.51 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 82.8 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 24.2 Intersection LOS: C Intersection Capacity Utilization 71.1% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR-202 & NE 90th St K - 8 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 64 520 168 72 341 42 106 54 119 33 43 61 Future Volume (vph) 64 520 168 72 341 42 106 54 119 33 43 61 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 80 0 80 0 115 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 0.97 1.00 1.00 0.94 0.98 0.99 0.95 Frt 0.850 0.983 0.897 0.912 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1752 1845 1568 1752 1806 0 1752 1621 0 1752 1597 0 Flt Permitted 0.353 0.174 0.638 0.644 Satd. Flow (perm) 646 1845 1528 321 1806 0 1111 1621 0 1179 1597 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 175 9 117 64 Link Speed (mph) 30 30 30 30 Link Distance (ft) 629 430 546 516 Travel Time 14.3 9.8 12.4 11.7 Confl. Peds. 7 2 2 7 27 4 4 27 Confl. Bikes 1 1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Adj. Flow (vph) 67 542 175 75 355 44 110 56 124 34 45 64 Shared Lane Traffic Lane Group Flow (vph) 67 542 175 75 399 0 110 180 0 34 109 0 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split 9.6 44.0 44.0 10.2 44.6 10.6 26.3 9.5 25.2 Total Split 10.7% 48.9% 48.9% 11.3% 49.6% 11.8% 29.2% 10.6% 28.0% Maximum Green 5.1 39.5 39.5 5.7 40.1 6.1 21.8 5.0 20.7 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max None Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 31.4 27.6 27.6 32.2 28.1 28.4 25.2 26.1 22.5 Actuated g/C Ratio 0.42 0.37 0.37 0.43 0.38 0.38 0.34 0.35 0.30 K - 9 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.19 0.80 0.26 0.30 0.59 0.23 0.29 0.08 0.21 Control Delay 11.5 31.2 3.8 13.3 22.4 19.8 12.2 18.5 14.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.5 31.2 3.8 13.3 22.4 19.8 12.2 18.5 14.5 LOS B C A B C B B B B Approach Delay 23.4 20.9 15.1 15.4 Approach LOS C C B B Queue Length 50th (ft) 17 237 0 19 152 35 24 10 17 Queue Length 95th (ft) 35 354 36 39 234 81 84 33 63 Internal Link Dist (ft) 549 350 466 436 Turn Bay Length (ft) 200 80 80 115 Base Capacity (vph) 350 1039 [PHONE REDACTED] 477 622 452 524 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.19 0.52 0.19 0.30 0.39 0.23 0.29 0.08 0.21 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 74.9 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 20.6 Intersection LOS: C Intersection Capacity Utilization 67.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 5: 160th Ave NE & NE 90th St K - 10 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 6: SR-202 & Combined Access Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - School PM Intersection Int Delay, s/veh 1.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 20 33 985 39 17 677 Future Vol, veh/h 20 33 985 39 17 677 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 - 100 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 50 50 89 89 90 90 Heavy Vehicles, % 6 6 2 2 2 2 Mvmt Flow 40 66 1107 44 19 752 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1897 1107 0 0 1107 0 Stage 1 1107 - - - - - Stage 2 790 - - - - - Critical Hdwy 6.46 6.26 - - 4.12 - Critical Hdwy Stg 1 5.46 - - - - - Critical Hdwy Stg 2 5.46 - - - - - Follow-up Hdwy 3.554 3.354 - - 2.218 - Pot Cap-1 Maneuver 75 251 - - 631 - Stage 1 311 - - - - - Stage 2 440 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 73 251 - - 631 - Mov Cap-2 Maneuver 197 - - - - - Stage 1 311 - - - - - Stage 2 427 - - - - - Approach WB NB SB HCM Control Delay, s 25.7 0 0.3 HCM LOS D Minor Lane/Major Mvmt NBT SBL SBT Capacity (veh/h) - - 197 251 631 - HCM Lane V/C Ratio - - 0.203 0.263 0.03 - HCM Control Delay - - 27.9 24.4 10.9 - HCM Lane LOS - - D C B - HCM 95th %tile Q(veh) - - 0.7 1 0.1 - K - 11 ATTACHMENT 15 ---PAGE BREAK--- L 2022 Baseline Level of Service Analysis PM Peak-Hour ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 455 866 324 89 417 203 278 702 126 154 419 115 Future Volume (vph) 455 866 324 89 417 203 278 702 126 154 419 115 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 590 0 285 0 205 0 140 0 Storage Lanes 1 0 1 0 2 1 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 Frt 0.959 0.951 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3374 0 1770 3366 0 3433 1863 1583 1770 1863 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3374 0 1770 3366 0 3433 1863 1583 1770 1863 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 49 59 95 55 Link Speed (mph) 30 30 30 30 Link Distance (ft) 930 1248 851 779 Travel Time 21.1 28.4 19.3 17.7 Confl. Bikes 2 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 464 884 331 91 426 207 284 716 129 157 428 117 Shared Lane Traffic Lane Group Flow (vph) 464 1215 0 91 633 0 284 716 129 157 428 117 Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7 Permitted Phases 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 7 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split 33.4 45.7 11.4 23.7 19.0 47.9 11.4 15.0 43.9 33.4 Total Split 27.8% 38.1% 9.5% 19.8% 15.8% 39.9% 9.5% 12.5% 36.6% 27.8% Maximum Green 28.9 41.2 6.9 19.2 14.5 43.4 6.9 10.5 39.4 28.9 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max None Walk Time 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 Act Effct Green 28.9 41.2 6.9 19.2 13.6 43.4 54.8 10.5 40.3 73.7 Actuated g/C Ratio 0.24 0.34 0.06 0.16 0.11 0.36 0.46 0.09 0.34 0.61 v/c Ratio 1.09 1.02 0.90 1.08 0.73 1.06 0.17 1.02 0.68 0.12 Control Delay 112.9 69.1 122.3 102.6 62.9 90.4 6.8 131.9 41.4 5.7 L - 1 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 112.9 69.1 122.3 102.6 62.9 90.4 6.8 131.9 41.4 5.7 LOS F E F F E F A F D A Approach Delay 81.2 105.1 73.9 55.7 Approach LOS F F E E Queue Length 50th (ft) ~404 ~512 71 ~266 110 ~611 14 ~126 288 18 Queue Length 95th (ft) #611 #651 #174 #387 157 #845 50 #267 408 43 Internal Link Dist (ft) 850 1168 771 699 Turn Bay Length (ft) 590 285 205 140 Base Capacity (vph) 426 1190 101 588 414 673 774 154 625 992 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.09 1.02 0.90 1.08 0.69 1.06 0.17 1.02 0.68 0.12 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.09 Intersection Signal Delay: 79.1 Intersection LOS: E Intersection Capacity Utilization 103.7% ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SR-202 & NE 124th St L - 2 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - PM Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 96 275 855 155 268 565 Future Volume (vph) 96 275 855 155 268 565 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 300 100 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1863 1583 1770 1863 Flt Permitted 0.950 0.255 Satd. Flow (perm) 1765 1583 1863 1583 475 1863 Right Turn on Red Yes Yes Satd. Flow (RTOR) 210 160 Link Speed (mph) 30 30 30 Link Distance (ft) 1132 2212 1750 Travel Time 25.7 50.3 39.8 Confl. Peds. 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 99 284 881 160 276 582 Shared Lane Traffic Lane Group Flow (vph) 99 284 881 160 276 582 Turn Type Prot Perm NA Perm Perm NA Protected Phases 8 2 6 Permitted Phases 8 2 6 Detector Phase 8 8 2 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 22.5 Total Split 22.5 22.5 67.5 67.5 67.5 67.5 Total Split 25.0% 25.0% 75.0% 75.0% 75.0% 75.0% Maximum Green 18.0 18.0 63.0 63.0 63.0 63.0 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min Min Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 Act Effct Green 10.8 10.8 59.8 59.8 59.8 59.8 Actuated g/C Ratio 0.14 0.14 0.75 0.75 0.75 0.75 v/c Ratio 0.41 0.72 0.63 0.13 0.78 0.42 Control Delay 37.9 21.2 7.9 1.0 26.3 5.2 L - 3 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - PM Lane Group WBL WBR NBT NBR SBL SBT Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.9 21.2 7.9 1.0 26.3 5.2 LOS D C A A C A Approach Delay 25.5 6.9 12.0 Approach LOS C A B Queue Length 50th (ft) 48 36 150 0 59 76 Queue Length 95th (ft) 94 114 368 16 #284 183 Internal Link Dist (ft) 1052 2132 1670 Turn Bay Length (ft) 75 300 100 Base Capacity (vph) [PHONE REDACTED] 1296 379 1488 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.54 0.59 0.12 0.73 0.39 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 79.8 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 11.9 Intersection LOS: B Intersection Capacity Utilization 76.4% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: SR-202 & NE 116th St L - 4 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 15 78 55 74 46 106 42 893 87 77 562 23 Future Volume (vph) 15 78 55 74 46 106 42 893 87 77 562 23 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 90 95 0 90 0 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 1.00 0.98 1.00 Frt 0.949 0.850 0.987 0.994 Flt Protected 0.995 0.970 0.950 0.950 Satd. Flow (prot) 0 1737 0 0 1807 1583 1770 1835 0 1770 1852 0 Flt Permitted 0.995 0.970 0.293 0.074 Satd. Flow (perm) 0 1737 0 0 1799 1548 546 1835 0 138 1852 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 23 109 6 3 Link Speed (mph) 30 30 30 30 Link Distance (ft) 193 [PHONE REDACTED] Travel Time 4.4 5.2 21.7 50.3 Confl. Peds. 3 3 1 1 Confl. Bikes 2 1 2 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 15 80 57 76 47 109 43 921 90 79 579 24 Shared Lane Traffic Lane Group Flow (vph) 0 152 0 0 123 109 43 1011 0 79 603 0 Turn Type Split NA Split NA Perm pm+pt NA pm+pt NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split 22.5 22.5 22.5 22.5 22.5 9.6 55.5 9.5 55.4 Total Split 20.5% 20.5% 20.5% 20.5% 20.5% 8.7% 50.5% 8.6% 50.4% Maximum Green 18.0 18.0 18.0 18.0 18.0 5.1 51.0 5.0 50.9 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Min None Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 0 Act Effct Green 12.4 11.9 11.9 55.7 51.8 56.5 53.7 Actuated g/C Ratio 0.13 0.12 0.12 0.57 0.53 0.58 0.55 v/c Ratio 0.63 0.55 0.38 0.11 1.03 0.48 0.59 L - 5 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 46.9 51.2 12.2 10.3 62.8 21.7 20.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.9 51.2 12.2 10.3 62.8 21.7 20.1 LOS D D B B E C C Approach Delay 46.9 32.9 60.6 20.3 Approach LOS D C E C Queue Length 50th (ft) 77 74 0 10 ~704 18 258 Queue Length 95th (ft) 149 138 48 30 #1107 #58 461 Internal Link Dist (ft) 113 [PHONE REDACTED] Turn Bay Length (ft) 90 95 90 Base Capacity (vph) 344 338 378 378 [PHONE REDACTED] Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.44 0.36 0.29 0.11 1.03 0.48 0.59 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 97.1 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay: 43.6 Intersection LOS: D Intersection Capacity Utilization 87.1% ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: SR-202 & 154th Place NE/NE 109th St L - 6 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - PM Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 782 117 95 544 359 358 Future Volume (vph) 782 117 95 544 359 358 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 110 120 135 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.96 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.269 Satd. Flow (perm) 1770 1521 501 1863 1863 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 67 351 Link Speed (mph) 30 30 30 Link Distance (ft) 217 641 473 Travel Time 4.9 14.6 10.8 Confl. Peds. 7 Confl. Bikes 3 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 815 122 99 567 374 373 Shared Lane Traffic Lane Group Flow (vph) 815 122 99 567 374 373 Turn Type Prot Perm pm+pt NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 9.5 22.5 22.5 22.5 Total Split 51.0 51.0 10.0 39.0 29.0 29.0 Total Split 56.7% 56.7% 11.1% 43.3% 32.2% 32.2% Maximum Green 46.5 46.5 5.5 34.5 24.5 24.5 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None Max Max Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 42.3 42.3 34.7 34.7 26.9 26.9 Actuated g/C Ratio 0.49 0.49 0.40 0.40 0.31 0.31 v/c Ratio 0.94 0.16 0.35 0.75 0.64 0.51 L - 7 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - PM Lane Group EBL EBR NBL NBT SBT SBR Control Delay 40.1 6.3 21.5 31.1 34.1 6.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.1 6.3 21.5 31.1 34.1 6.7 LOS D A C C C A Approach Delay 35.7 29.7 20.4 Approach LOS D C C Queue Length 50th (ft) 394 15 36 280 193 9 Queue Length 95th (ft) #650 42 70 #451 #305 80 Internal Link Dist (ft) 137 561 393 Turn Bay Length (ft) 110 120 135 Base Capacity (vph) 962 857 283 751 583 736 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.85 0.14 0.35 0.75 0.64 0.51 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 86 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay: 29.1 Intersection LOS: C Intersection Capacity Utilization 79.5% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR-202 & NE 90th St L - 8 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 110 684 238 59 269 34 126 78 146 32 61 46 Future Volume (vph) 110 684 238 59 269 34 126 78 146 32 61 46 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 80 0 80 0 115 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 0.96 1.00 0.95 0.96 0.98 0.96 Frt 0.850 0.983 0.902 0.936 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1787 1881 1599 1787 1841 0 1787 1635 0 1787 1698 0 Flt Permitted 0.458 0.110 0.607 0.550 Satd. Flow (perm) 854 1881 1533 207 1841 0 1080 1635 0 1013 1698 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 256 9 97 38 Link Speed (mph) 30 30 30 30 Link Distance (ft) 629 430 546 516 Travel Time 14.3 9.8 12.4 11.7 Confl. Peds. 7 8 8 7 26 14 14 26 Confl. Bikes 2 1 1 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% Adj. Flow (vph) 118 735 256 63 289 37 135 84 157 34 66 49 Shared Lane Traffic Lane Group Flow (vph) 118 735 256 63 326 0 135 241 0 34 115 0 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split 9.9 46.0 46.0 9.5 45.6 10.0 25.0 9.5 24.5 Total Split 11.0% 51.1% 51.1% 10.6% 50.7% 11.1% 27.8% 10.6% 27.2% Maximum Green 5.4 41.5 41.5 5.0 41.1 5.5 20.5 5.0 20.0 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max None Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 40.9 36.8 36.8 40.3 36.5 28.3 25.2 25.5 20.4 Actuated g/C Ratio 0.49 0.44 0.44 0.48 0.44 0.34 0.30 0.30 0.24 L - 9 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.25 0.89 0.31 0.32 0.40 0.33 0.43 0.10 0.26 Control Delay 10.7 36.3 3.1 13.6 17.5 24.3 20.0 21.2 22.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.7 36.3 3.1 13.6 17.5 24.3 20.0 21.2 22.0 LOS B D A B B C C C C Approach Delay 25.9 16.9 21.5 21.8 Approach LOS C B C C Queue Length 50th (ft) 29 357 0 15 114 55 70 13 36 Queue Length 95th (ft) 54 #575 40 32 180 99 146 34 82 Internal Link Dist (ft) 549 350 466 436 Turn Bay Length (ft) 200 80 80 115 Base Capacity (vph) 478 949 900 195 924 412 560 355 441 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.25 0.77 0.28 0.32 0.35 0.33 0.43 0.10 0.26 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 83.7 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.89 Intersection Signal Delay: 23.1 Intersection LOS: C Intersection Capacity Utilization 77.1% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 5: 160th Ave NE & NE 90th St L - 10 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 6: SR-202 & Combined Access Willows Preparatory School (14-119) GTC (MJP) Baseline 2022 - PM Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 18 20 1106 24 6 832 Future Vol, veh/h 18 20 1106 24 6 832 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 - 100 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 50 50 98 98 92 92 Heavy Vehicles, % 0 0 1 1 2 2 Mvmt Flow 36 40 1129 24 7 904 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2046 1129 0 0 1129 0 Stage 1 1129 - - - - - Stage 2 917 - - - - - Critical Hdwy 6.4 6.2 - - 4.12 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.218 - Pot Cap-1 Maneuver 62 251 - - 619 - Stage 1 312 - - - - - Stage 2 393 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 61 251 - - 619 - Mov Cap-2 Maneuver 185 - - - - - Stage 1 312 - - - - - Stage 2 389 - - - - - Approach WB NB SB HCM Control Delay, s 25.4 0 0.1 HCM LOS D Minor Lane/Major Mvmt NBT SBL SBT Capacity (veh/h) - - 185 251 619 - HCM Lane V/C Ratio - - 0.195 0.159 0.011 - HCM Control Delay - - 29.1 22 10.9 - HCM Lane LOS - - D C B - HCM 95th %tile Q(veh) - - 0.7 0.6 0 - L - 11 ATTACHMENT 15 ---PAGE BREAK--- M 2022 Future Level of Service Analysis AM Peak-Hour ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 101 303 160 217 899 132 373 304 67 78 454 315 Future Volume (vph) 101 303 160 217 899 132 373 304 67 78 454 315 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 590 0 285 0 205 0 140 0 Storage Lanes 1 0 1 0 2 1 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00 Frt 0.948 0.981 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1736 3291 0 1736 3405 0 3367 1827 1553 1736 1827 1553 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1736 3291 0 1736 3405 0 3367 1827 1553 1736 1827 1553 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 98 19 73 127 Link Speed (mph) 30 30 30 30 Link Distance (ft) 930 1248 851 779 Travel Time 21.1 28.4 19.3 17.7 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 105 316 167 226 936 138 389 317 70 81 473 328 Shared Lane Traffic Lane Group Flow (vph) 105 483 0 226 1074 0 389 317 70 81 473 328 Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7 Permitted Phases 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 7 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split 11.4 24.1 20.1 32.8 16.0 31.4 20.1 14.4 29.8 11.4 Total Split 12.7% 26.8% 22.3% 36.4% 17.8% 34.9% 22.3% 16.0% 33.1% 12.7% Maximum Green 6.9 19.6 15.6 28.3 11.5 26.9 15.6 9.9 25.3 6.9 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max None Walk Time 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 Act Effct Green 6.9 20.6 14.6 28.3 11.5 30.2 49.3 8.6 25.3 36.7 Actuated g/C Ratio 0.08 0.23 0.16 0.31 0.13 0.34 0.55 0.10 0.28 0.41 v/c Ratio 0.79 0.58 0.80 0.99 0.90 0.52 0.08 0.49 0.92 0.46 Control Delay 79.8 27.9 58.5 56.9 65.2 29.1 2.9 48.4 57.5 14.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 M - 1 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 79.8 27.9 58.5 56.9 65.2 29.1 2.9 48.4 57.5 14.0 LOS E C E E E C A D E B Approach Delay 37.2 57.2 44.8 40.5 Approach LOS D E D D Queue Length 50th (ft) 60 103 123 313 113 151 0 44 260 77 Queue Length 95th (ft) #149 156 #231 #458 #196 238 18 90 #445 150 Internal Link Dist (ft) 850 1168 771 699 Turn Bay Length (ft) 590 285 205 140 Base Capacity (vph) 133 [PHONE REDACTED] 430 614 900 190 513 708 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.79 0.58 0.75 0.99 0.90 0.52 0.08 0.43 0.92 0.46 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.99 Intersection Signal Delay: 47.0 Intersection LOS: D Intersection Capacity Utilization 84.2% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SR-202 & NE 124th St M - 2 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 304 268 484 52 92 754 Future Volume (vph) 304 268 484 52 92 754 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 300 100 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1736 1553 1827 1553 1736 1827 Flt Permitted 0.950 0.394 Satd. Flow (perm) 1736 1553 1827 1553 720 1827 Right Turn on Red Yes Yes Satd. Flow (RTOR) 282 55 Link Speed (mph) 30 30 30 Link Distance (ft) 1132 2212 1750 Travel Time 25.7 50.3 39.8 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 320 282 509 55 97 794 Shared Lane Traffic Lane Group Flow (vph) 320 282 509 55 97 794 Turn Type Prot Perm NA Perm Perm NA Protected Phases 8 2 6 Permitted Phases 8 2 6 Detector Phase 8 8 2 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 22.5 Total Split 31.0 31.0 59.0 59.0 59.0 59.0 Total Split 34.4% 34.4% 65.6% 65.6% 65.6% 65.6% Maximum Green 26.5 26.5 54.5 54.5 54.5 54.5 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min Min Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 Act Effct Green 17.4 17.4 34.2 34.2 34.2 34.2 Actuated g/C Ratio 0.28 0.28 0.56 0.56 0.56 0.56 v/c Ratio 0.65 0.44 0.50 0.06 0.24 0.78 Control Delay 29.2 5.7 10.6 2.4 9.3 17.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 M - 3 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Lane Group WBL WBR NBT NBR SBL SBT Total Delay 29.2 5.7 10.6 2.4 9.3 17.5 LOS C A B A A B Approach Delay 18.2 9.8 16.6 Approach LOS B A B Queue Length 50th (ft) 98 0 96 0 15 192 Queue Length 95th (ft) 246 56 217 14 49 432 Internal Link Dist (ft) 1052 2132 1670 Turn Bay Length (ft) 75 300 100 Base Capacity (vph) [PHONE REDACTED] 1328 611 1552 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.39 0.32 0.33 0.04 0.16 0.51 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 61.6 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 15.2 Intersection LOS: B Intersection Capacity Utilization 64.0% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 2: SR-202 & NE 116th St M - 4 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 44 239 227 43 111 24 426 75 29 968 46 Future Volume (vph) 5 44 239 227 43 111 24 426 75 29 968 46 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 90 95 0 90 0 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.98 1.00 0.97 1.00 Frt 0.888 0.850 0.978 0.993 Flt Protected 0.999 0.960 0.950 0.950 Satd. Flow (prot) 0 1600 0 0 1771 1568 1752 1798 0 1752 1832 0 Flt Permitted 0.999 0.960 0.048 0.355 Satd. Flow (perm) 0 1600 0 0 1767 1515 89 1798 0 655 1832 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 135 76 10 3 Link Speed (mph) 30 30 30 30 Link Distance (ft) 193 [PHONE REDACTED] Travel Time 4.4 5.2 21.7 50.3 Confl. Peds. 1 1 1 1 Confl. Bikes 1 6 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Adj. Flow (vph) 5 45 246 234 44 114 25 439 77 30 998 47 Shared Lane Traffic Lane Group Flow (vph) 0 296 0 0 278 114 25 516 0 30 1045 0 Turn Type Split NA Split NA Perm pm+pt NA pm+pt NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split 23.0 23.0 29.0 29.0 29.0 9.6 88.4 9.6 88.4 Total Split 15.3% 15.3% 19.3% 19.3% 19.3% 6.4% 58.9% 6.4% 58.9% Maximum Green 18.5 18.5 24.5 24.5 24.5 5.1 83.9 5.1 83.9 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Min None Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 0 Act Effct Green 17.8 24.4 24.4 87.0 84.0 87.0 84.0 Actuated g/C Ratio 0.12 0.17 0.17 0.60 0.58 0.60 0.58 M - 5 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.94 0.94 0.36 0.23 0.49 0.07 0.99 Control Delay 72.0 98.1 24.4 15.7 20.5 11.4 55.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 72.0 98.1 24.4 15.7 20.5 11.4 55.1 LOS E F C B C B E Approach Delay 72.0 76.7 20.2 53.9 Approach LOS E E C D Queue Length 50th (ft) 165 274 32 9 296 11 ~1078 Queue Length 95th (ft) #354 #459 94 21 397 24 #1346 Internal Link Dist (ft) 113 [PHONE REDACTED] Turn Bay Length (ft) 90 95 90 Base Capacity (vph) 321 299 [PHONE REDACTED] 430 1060 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.92 0.93 0.36 0.23 0.49 0.07 0.99 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 145.3 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.99 Intersection Signal Delay: 52.2 Intersection LOS: D Intersection Capacity Utilization 97.2% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: SR-202 & 154th Place NE/NE 109th St M - 6 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 189 42 72 275 658 982 Future Volume (vph) 189 42 72 275 658 982 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 110 120 135 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.94 0.98 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1752 1568 1752 1845 1845 1568 Flt Permitted 0.950 0.280 Satd. Flow (perm) 1752 1471 517 1845 1845 1533 Right Turn on Red Yes Yes Satd. Flow (RTOR) 43 937 Link Speed (mph) 30 30 30 Link Distance (ft) 217 641 473 Travel Time 4.9 14.6 10.8 Confl. Peds. 17 Confl. Bikes 4 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles 3% 3% 3% 3% 3% 3% Adj. Flow (vph) 195 43 74 [PHONE REDACTED] Shared Lane Traffic Lane Group Flow (vph) 195 43 74 [PHONE REDACTED] Turn Type Prot Perm pm+pt NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 9.5 22.5 22.5 22.5 Total Split 22.6 22.6 9.6 67.4 57.8 57.8 Total Split 25.1% 25.1% 10.7% 74.9% 64.2% 64.2% Maximum Green 18.1 18.1 5.1 62.9 53.3 53.3 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None Max Max Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 14.6 14.6 65.8 65.8 58.0 58.0 Actuated g/C Ratio 0.16 0.16 0.74 0.74 0.65 0.65 M - 7 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Lane Group EBL EBR NBL NBT SBT SBR v/c Ratio 0.68 0.16 0.16 0.21 0.57 0.76 Control Delay 47.2 11.1 4.7 4.5 12.3 5.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.2 11.1 4.7 4.5 12.3 5.8 LOS D B A A B A Approach Delay 40.7 4.6 8.5 Approach LOS D A A Queue Length 50th (ft) 101 0 10 42 204 15 Queue Length 95th (ft) 170 27 24 78 340 93 Internal Link Dist (ft) 137 561 393 Turn Bay Length (ft) 110 120 135 Base Capacity (vph) 355 [PHONE REDACTED] 1196 1323 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.55 0.13 0.16 0.21 0.57 0.76 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 89.4 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 11.2 Intersection LOS: B Intersection Capacity Utilization 72.5% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 4: SR-202 & NE 90th St M - 8 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 23 186 90 116 891 28 98 17 18 55 55 141 Future Volume (vph) 23 186 90 116 891 28 98 17 18 55 55 141 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 80 0 80 0 115 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.96 0.98 1.00 0.95 0.98 0.99 0.93 Frt 0.850 0.995 0.923 0.892 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1736 1827 1553 1736 1815 0 1736 1657 0 1736 1516 0 Flt Permitted 0.082 0.568 0.443 0.733 Satd. Flow (perm) 150 1827 1484 1019 1815 0 772 1657 0 1321 1516 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 115 2 19 113 Link Speed (mph) 30 30 30 30 Link Distance (ft) 629 430 546 516 Travel Time 14.3 9.8 12.4 11.7 Confl. Peds. 12 9 9 12 27 5 5 27 Confl. Bikes 5 2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 24 198 96 123 948 30 104 18 19 59 59 150 Shared Lane Traffic Lane Group Flow (vph) 24 198 96 123 978 0 104 37 0 59 209 0 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split 9.6 56.1 56.1 10.5 57.0 9.8 23.8 9.6 23.6 Total Split 9.6% 56.1% 56.1% 10.5% 57.0% 9.8% 23.8% 9.6% 23.6% Maximum Green 5.1 51.6 51.6 6.0 52.5 5.3 19.3 5.1 19.1 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max None Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 50.9 45.8 45.8 55.0 52.8 23.5 19.4 23.2 19.3 Actuated g/C Ratio 0.55 0.50 0.50 0.60 0.57 0.25 0.21 0.25 0.21 M - 9 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.14 0.22 0.12 0.19 0.94 0.41 0.10 0.17 0.52 Control Delay 9.5 14.2 2.1 8.7 38.4 31.7 20.9 26.3 21.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.5 14.2 2.1 8.7 38.4 31.7 20.9 26.3 21.5 LOS A B A A D C C C C Approach Delay 10.2 35.1 28.8 22.6 Approach LOS B D C C Queue Length 50th (ft) 5 65 0 29 469 43 8 24 47 Queue Length 95th (ft) 15 107 18 53 #914 94 37 59 128 Internal Link Dist (ft) 549 350 466 436 Turn Bay Length (ft) 200 80 80 115 Base Capacity (vph) 170 1027 [PHONE REDACTED] 252 363 355 405 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.14 0.19 0.11 0.19 0.94 0.41 0.10 0.17 0.52 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 92.3 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay: 28.5 Intersection LOS: C Intersection Capacity Utilization 88.2% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 5: 160th Ave NE & NE 90th St M - 10 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM.syn 6: SR-202 & Combined Access Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Intersection Int Delay, s/veh 5.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 70 70 693 97 82 766 Future Vol, veh/h 70 70 693 97 82 766 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 - 100 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 51 51 86 86 86 86 Heavy Vehicles, % 0 0 4 4 3 3 Mvmt Flow 137 137 806 113 95 891 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1887 806 0 0 806 0 Stage 1 806 - - - - - Stage 2 1081 - - - - - Critical Hdwy 6.4 6.2 - - 4.13 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.227 - Pot Cap-1 Maneuver ~ 78 385 - - 814 - Stage 1 443 - - - - - Stage 2 328 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 69 385 - - 814 - Mov Cap-2 Maneuver 190 - - - - - Stage 1 443 - - - - - Stage 2 290 - - - - - Approach WB NB SB HCM Control Delay, s 40.6 0 1 HCM LOS E Minor Lane/Major Mvmt NBT SBL SBT Capacity (veh/h) - - 190 385 814 - HCM Lane V/C Ratio - - 0.722 0.357 0.117 - HCM Control Delay - - 61.8 19.4 10 - HCM Lane LOS - - F C B - HCM 95th %tile Q(veh) - - 4.6 1.6 0.4 - Notes Volume exceeds capacity Delay exceeds 300s Computation Not Defined All major volume in platoon M - 11 ATTACHMENT 15 ---PAGE BREAK--- N 2022 Future Level of Service Analysis School PM Peak-Hour ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 355 680 282 80 387 159 283 608 135 190 351 161 Future Volume (vph) 355 680 282 80 387 159 283 608 135 190 351 161 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 590 0 285 0 205 0 140 0 Storage Lanes 1 0 1 0 2 1 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00 Frt 0.956 0.956 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3383 0 1770 3383 0 3433 1863 1583 1770 1863 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3383 0 1770 3383 0 3433 1863 1583 1770 1863 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 66 54 115 65 Link Speed (mph) 30 30 30 30 Link Distance (ft) 930 1248 851 779 Travel Time 21.1 28.4 19.3 17.7 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 382 731 303 86 416 171 304 654 145 204 377 173 Shared Lane Traffic Lane Group Flow (vph) 382 1034 0 86 587 0 304 654 145 204 377 173 Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7 Permitted Phases 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 7 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split 24.0 35.8 10.7 22.5 16.1 38.5 10.7 15.0 37.4 24.0 Total Split 24.0% 35.8% 10.7% 22.5% 16.1% 38.5% 10.7% 15.0% 37.4% 24.0% Maximum Green 19.5 31.3 6.2 18.0 11.6 34.0 6.2 10.5 32.9 19.5 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max None Walk Time 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 Act Effct Green 19.5 31.2 6.2 17.9 11.4 34.0 44.7 10.5 33.1 57.1 Actuated g/C Ratio 0.20 0.31 0.06 0.18 0.11 0.34 0.45 0.11 0.33 0.57 v/c Ratio 1.11 0.94 0.79 0.90 0.78 1.03 0.19 1.10 0.61 0.19 Control Delay 119.2 47.8 90.4 55.2 57.8 78.2 5.5 139.1 33.2 6.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 119.2 47.8 90.4 55.2 57.8 78.2 5.5 139.1 33.2 6.9 N - 1 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS F D F E E E A F C A Approach Delay 67.1 59.7 63.0 55.8 Approach LOS E E E E Queue Length 50th (ft) ~279 317 55 177 98 ~450 10 ~148 201 30 Queue Length 95th (ft) #461 #451 #140 #277 #157 #665 46 #291 300 62 Internal Link Dist (ft) 850 1168 771 699 Turn Bay Length (ft) 590 285 205 140 Base Capacity (vph) 345 1105 109 653 398 633 771 185 617 932 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.11 0.94 0.79 0.90 0.76 1.03 0.19 1.10 0.61 0.19 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 99.9 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay: 62.5 Intersection LOS: E Intersection Capacity Utilization 93.0% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SR-202 & NE 124th St N - 2 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - School PM Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 114 216 868 166 183 544 Future Volume (vph) 114 216 868 166 183 544 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 300 100 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.98 0.98 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1863 1583 1770 1863 Flt Permitted 0.950 0.189 Satd. Flow (perm) 1770 1548 1863 1546 352 1863 Right Turn on Red Yes Yes Satd. Flow (RTOR) 44 182 Link Speed (mph) 30 30 30 Link Distance (ft) 1132 2212 1750 Travel Time 25.7 50.3 39.8 Confl. Peds. 2 2 2 Confl. Bikes 1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 125 237 954 182 201 598 Shared Lane Traffic Lane Group Flow (vph) 125 237 954 182 201 598 Turn Type Prot Perm NA Perm Perm NA Protected Phases 8 2 6 Permitted Phases 8 2 6 Detector Phase 8 8 2 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 22.5 Total Split 22.5 22.5 22.5 22.5 22.5 22.5 Total Split 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Maximum Green 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min Min Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 Act Effct Green 10.0 10.0 22.1 22.1 22.1 22.1 Actuated g/C Ratio 0.26 0.26 0.58 0.58 0.58 0.58 v/c Ratio 0.27 0.54 0.88 0.19 0.99 0.55 N - 3 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - School PM Lane Group WBL WBR NBT NBR SBL SBT Control Delay 11.8 14.1 27.6 2.2 86.9 11.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.8 14.1 27.6 2.2 86.9 11.6 LOS B B C A F B Approach Delay 13.3 23.6 30.5 Approach LOS B C C Queue Length 50th (ft) 20 32 ~191 0 ~52 78 Queue Length 95th (ft) 46 74 #468 23 #131 #252 Internal Link Dist (ft) 1052 2132 1670 Turn Bay Length (ft) 75 300 100 Base Capacity (vph) [PHONE REDACTED] [PHONE REDACTED] Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.15 0.31 0.88 0.19 0.99 0.55 Intersection Summary Area Type: Other Cycle Length: 45 Actuated Cycle Length: 38.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.99 Intersection Signal Delay: 24.4 Intersection LOS: C Intersection Capacity Utilization 73.9% ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: SR-202 & NE 116th St N - 4 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8 48 50 110 20 99 18 910 108 80 552 11 Future Volume (vph) 8 48 50 110 20 99 18 910 108 80 552 11 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 90 95 0 90 0 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 Frt 0.936 0.850 0.984 0.997 Flt Protected 0.996 0.959 0.950 0.950 Satd. Flow (prot) 0 1713 0 0 1786 1583 1770 1833 0 1770 1857 0 Flt Permitted 0.996 0.959 0.369 0.052 Satd. Flow (perm) 0 1713 0 0 1786 1583 687 1833 0 97 1857 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 29 101 7 1 Link Speed (mph) 30 30 30 30 Link Distance (ft) 193 [PHONE REDACTED] Travel Time 4.4 5.2 21.7 50.3 Confl. Peds. 1 Confl. Bikes 2 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 8 49 51 112 20 101 18 929 110 82 563 11 Shared Lane Traffic Lane Group Flow (vph) 0 108 0 0 132 101 18 1039 0 82 574 0 Turn Type Split NA Split NA Perm pm+pt NA pm+pt NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split 22.6 22.6 22.8 22.8 22.8 9.6 74.8 9.8 75.0 Total Split 17.4% 17.4% 17.5% 17.5% 17.5% 7.4% 57.5% 7.5% 57.7% Maximum Green 18.1 18.1 18.3 18.3 18.3 5.1 70.3 5.3 70.5 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Min None Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 0 Act Effct Green 10.9 13.7 13.7 75.7 70.5 78.8 76.8 Actuated g/C Ratio 0.09 0.12 0.12 0.64 0.59 0.66 0.65 v/c Ratio 0.59 0.64 0.37 0.04 0.95 0.59 0.48 N - 5 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 51.1 65.3 13.4 8.3 41.8 34.2 14.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.1 65.3 13.4 8.3 41.8 34.2 14.5 LOS D E B A D C B Approach Delay 51.1 42.8 41.2 17.0 Approach LOS D D D B Queue Length 50th (ft) 58 97 0 4 699 19 187 Queue Length 95th (ft) 121 171 52 15 #1187 #95 410 Internal Link Dist (ft) 113 [PHONE REDACTED] Turn Bay Length (ft) 90 95 90 Base Capacity (vph) 287 276 [PHONE REDACTED] 139 1203 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.38 0.48 0.31 0.04 0.95 0.59 0.48 Intersection Summary Area Type: Other Cycle Length: 130 Actuated Cycle Length: 118.5 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 34.2 Intersection LOS: C Intersection Capacity Utilization 83.9% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: SR-202 & 154th Place NE/NE 109th St N - 6 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - School PM Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 664 130 87 539 385 389 Future Volume (vph) 664 130 87 539 385 389 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 110 120 135 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.94 0.98 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.270 Satd. Flow (perm) 1765 1493 503 1863 1863 1550 Right Turn on Red Yes Yes Satd. Flow (RTOR) 84 369 Link Speed (mph) 30 30 30 Link Distance (ft) 217 641 473 Travel Time 4.9 14.6 10.8 Confl. Peds. 1 15 Confl. Bikes 1 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 714 140 94 580 414 418 Shared Lane Traffic Lane Group Flow (vph) 714 140 94 580 414 418 Turn Type Prot Perm pm+pt NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 9.5 22.5 22.5 22.5 Total Split 49.0 49.0 9.5 41.0 31.5 31.5 Total Split 54.4% 54.4% 10.6% 45.6% 35.0% 35.0% Maximum Green 44.5 44.5 5.0 36.5 27.0 27.0 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None Max Max Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 37.2 37.2 36.8 36.8 29.5 29.5 Actuated g/C Ratio 0.45 0.45 0.44 0.44 0.35 0.35 v/c Ratio 0.90 0.20 0.31 0.70 0.63 0.53 N - 7 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - School PM Lane Group EBL EBR NBL NBT SBT SBR Control Delay 36.9 6.5 18.9 26.2 30.5 7.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 36.9 6.5 18.9 26.2 30.5 7.2 LOS D A B C C A Approach Delay 31.9 25.2 18.8 Approach LOS C C B Queue Length 50th (ft) 329 16 30 252 195 19 Queue Length 95th (ft) #516 47 64 412 #323 100 Internal Link Dist (ft) 137 561 393 Turn Bay Length (ft) 110 120 135 Base Capacity (vph) 955 844 299 824 660 787 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.75 0.17 0.31 0.70 0.63 0.53 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 83.1 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 25.4 Intersection LOS: C Intersection Capacity Utilization 73.1% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR-202 & NE 90th St N - 8 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 64 526 168 72 348 42 106 54 119 33 43 61 Future Volume (vph) 64 526 168 72 348 42 106 54 119 33 43 61 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 80 0 80 0 115 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 0.97 1.00 0.94 0.98 0.99 0.95 Frt 0.850 0.984 0.897 0.912 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1752 1845 1568 1752 1808 0 1752 1621 0 1752 1597 0 Flt Permitted 0.346 0.170 0.638 0.644 Satd. Flow (perm) 634 1845 1528 314 1808 0 1111 1621 0 1179 1597 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 175 9 117 64 Link Speed (mph) 30 30 30 30 Link Distance (ft) 629 430 546 516 Travel Time 14.3 9.8 12.4 11.7 Confl. Peds. 7 2 2 7 27 4 4 27 Confl. Bikes 1 1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Adj. Flow (vph) 67 548 175 75 363 44 110 56 124 34 45 64 Shared Lane Traffic Lane Group Flow (vph) 67 548 175 75 407 0 110 180 0 34 109 0 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split 9.6 44.0 44.0 10.2 44.6 10.6 26.3 9.5 25.2 Total Split 10.7% 48.9% 48.9% 11.3% 49.6% 11.8% 29.2% 10.6% 28.0% Maximum Green 5.1 39.5 39.5 5.7 40.1 6.1 21.8 5.0 20.7 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max None Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 31.6 27.9 27.9 32.5 28.4 28.4 25.2 26.1 22.5 Actuated g/C Ratio 0.42 0.37 0.37 0.43 0.38 0.38 0.34 0.35 0.30 N - 9 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - School PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.19 0.80 0.26 0.30 0.59 0.23 0.29 0.08 0.21 Control Delay 11.5 31.3 3.8 13.4 22.5 19.9 12.3 18.5 14.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.5 31.3 3.8 13.4 22.5 19.9 12.3 18.5 14.5 LOS B C A B C B B B B Approach Delay 23.5 21.1 15.2 15.5 Approach LOS C C B B Queue Length 50th (ft) 17 241 0 19 156 35 24 10 17 Queue Length 95th (ft) 35 360 36 39 240 81 84 33 63 Internal Link Dist (ft) 549 350 466 436 Turn Bay Length (ft) 200 80 80 115 Base Capacity (vph) 347 1035 [PHONE REDACTED] 475 621 450 522 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.19 0.53 0.19 0.30 0.39 0.23 0.29 0.08 0.21 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 75.2 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 20.7 Intersection LOS: C Intersection Capacity Utilization 67.7% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 5: 160th Ave NE & NE 90th St N - 10 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP School PM.syn 6: SR-202 & Combined Access Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - School PM Intersection Int Delay, s/veh 7.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 71 74 985 83 53 677 Future Vol, veh/h 71 74 985 83 53 677 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 - 100 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 50 50 89 89 90 90 Heavy Vehicles, % 6 6 2 2 2 2 Mvmt Flow [PHONE REDACTED] 93 59 752 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1977 1107 0 0 1107 0 Stage 1 1107 - - - - - Stage 2 870 - - - - - Critical Hdwy 6.46 6.26 - - 4.12 - Critical Hdwy Stg 1 5.46 - - - - - Critical Hdwy Stg 2 5.46 - - - - - Follow-up Hdwy 3.554 3.354 - - 2.218 - Pot Cap-1 Maneuver ~ 66 251 - - 631 - Stage 1 311 - - - - - Stage 2 403 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 60 251 - - 631 - Mov Cap-2 Maneuver 180 - - - - - Stage 1 311 - - - - - Stage 2 365 - - - - - Approach WB NB SB HCM Control Delay, s 55.8 0 0.8 HCM LOS F Minor Lane/Major Mvmt NBT SBL SBT Capacity (veh/h) - - 180 251 631 - HCM Lane V/C Ratio - - 0.789 0.59 0.093 - HCM Control Delay - - 74.2 38.1 11.3 - HCM Lane LOS - - F E B - HCM 95th %tile Q(veh) - - 5.3 3.4 0.3 - Notes Volume exceeds capacity Delay exceeds 300s Computation Not Defined All major volume in platoon N - 11 ATTACHMENT 15 ---PAGE BREAK--- O 2022 Future Level of Service Analysis PM Peak-Hour ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 455 866 332 96 417 203 287 705 133 154 422 115 Future Volume (vph) 455 866 332 96 417 203 287 705 133 154 422 115 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 590 0 285 0 205 0 140 0 Storage Lanes 1 0 1 0 2 1 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 Frt 0.958 0.951 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3370 0 1770 3366 0 3433 1863 1583 1770 1863 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3370 0 1770 3366 0 3433 1863 1583 1770 1863 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 51 59 95 55 Link Speed (mph) 30 30 30 30 Link Distance (ft) 930 1248 851 779 Travel Time 21.1 28.4 19.3 17.7 Confl. Bikes 2 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 464 884 339 98 426 207 293 719 136 157 431 117 Shared Lane Traffic Lane Group Flow (vph) 464 1223 0 98 633 0 293 719 136 157 431 117 Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7 Permitted Phases 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 7 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split 33.4 45.7 11.4 23.7 19.0 47.9 11.4 15.0 43.9 33.4 Total Split 27.8% 38.1% 9.5% 19.8% 15.8% 39.9% 9.5% 12.5% 36.6% 27.8% Maximum Green 28.9 41.2 6.9 19.2 14.5 43.4 6.9 10.5 39.4 28.9 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max None Walk Time 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 Act Effct Green 28.9 41.2 6.9 19.2 13.7 43.4 54.8 10.5 40.2 73.6 Actuated g/C Ratio 0.24 0.34 0.06 0.16 0.11 0.36 0.46 0.09 0.34 0.61 v/c Ratio 1.09 1.03 0.97 1.08 0.75 1.07 0.18 1.02 0.69 0.12 Control Delay 112.9 70.9 138.6 102.6 63.8 91.8 7.3 131.9 41.7 5.7 O - 1 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 112.9 70.9 138.6 102.6 63.8 91.8 7.3 131.9 41.7 5.7 LOS F E F F E F A F D A Approach Delay 82.4 107.4 74.6 55.8 Approach LOS F F E E Queue Length 50th (ft) ~404 ~518 77 ~266 113 ~616 17 ~126 290 18 Queue Length 95th (ft) #611 #657 #189 #387 161 #851 54 #267 411 43 Internal Link Dist (ft) 850 1168 771 699 Turn Bay Length (ft) 590 285 205 140 Base Capacity (vph) 426 1190 101 588 414 673 774 154 623 991 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.09 1.03 0.97 1.08 0.71 1.07 0.18 1.02 0.69 0.12 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.09 Intersection Signal Delay: 80.2 Intersection LOS: F Intersection Capacity Utilization 103.9% ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SR-202 & NE 124th St O - 2 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 96 277 876 155 270 587 Future Volume (vph) 96 277 876 155 270 587 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 300 100 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1863 1583 1770 1863 Flt Permitted 0.950 0.248 Satd. Flow (perm) 1765 1583 1863 1583 462 1863 Right Turn on Red Yes Yes Satd. Flow (RTOR) 202 160 Link Speed (mph) 30 30 30 Link Distance (ft) 1132 2212 1750 Travel Time 25.7 50.3 39.8 Confl. Peds. 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 99 286 903 160 278 605 Shared Lane Traffic Lane Group Flow (vph) 99 286 903 160 278 605 Turn Type Prot Perm NA Perm Perm NA Protected Phases 8 2 6 Permitted Phases 8 2 6 Detector Phase 8 8 2 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 22.5 Total Split 22.5 22.5 67.5 67.5 67.5 67.5 Total Split 25.0% 25.0% 75.0% 75.0% 75.0% 75.0% Maximum Green 18.0 18.0 63.0 63.0 63.0 63.0 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min Min Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 Act Effct Green 11.2 11.2 64.1 64.1 64.1 64.1 Actuated g/C Ratio 0.13 0.13 0.76 0.76 0.76 0.76 v/c Ratio 0.42 0.74 0.64 0.13 0.79 0.43 Control Delay 38.2 23.4 8.1 0.9 28.4 5.3 O - 3 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Lane Group WBL WBR NBT NBR SBL SBT Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.2 23.4 8.1 0.9 28.4 5.3 LOS D C A A C A Approach Delay 27.2 7.1 12.6 Approach LOS C A B Queue Length 50th (ft) 48 41 162 0 65 83 Queue Length 95th (ft) 94 122 387 16 #292 194 Internal Link Dist (ft) 1052 2132 1670 Turn Bay Length (ft) 75 300 100 Base Capacity (vph) [PHONE REDACTED] 1241 350 1415 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.26 0.58 0.64 0.13 0.79 0.43 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 84.3 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 12.5 Intersection LOS: B Intersection Capacity Utilization 77.6% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: SR-202 & NE 116th St O - 4 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 15 78 55 74 46 109 42 911 87 80 581 23 Future Volume (vph) 15 78 55 74 46 109 42 911 87 80 581 23 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 90 95 0 90 0 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 1.00 0.98 1.00 Frt 0.949 0.850 0.987 0.994 Flt Protected 0.995 0.970 0.950 0.950 Satd. Flow (prot) 0 1737 0 0 1807 1583 1770 1835 0 1770 1852 0 Flt Permitted 0.995 0.970 0.278 0.074 Satd. Flow (perm) 0 1737 0 0 1799 1548 518 1835 0 138 1852 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 23 112 6 2 Link Speed (mph) 30 30 30 30 Link Distance (ft) 193 [PHONE REDACTED] Travel Time 4.4 5.2 21.7 50.3 Confl. Peds. 3 3 1 1 Confl. Bikes 2 1 2 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 15 80 57 76 47 112 43 939 90 82 599 24 Shared Lane Traffic Lane Group Flow (vph) 0 152 0 0 123 112 43 1029 0 82 623 0 Turn Type Split NA Split NA Perm pm+pt NA pm+pt NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split 22.5 22.5 22.5 22.5 22.5 9.6 55.5 9.5 55.4 Total Split 20.5% 20.5% 20.5% 20.5% 20.5% 8.7% 50.5% 8.6% 50.4% Maximum Green 18.0 18.0 18.0 18.0 18.0 5.1 51.0 5.0 50.9 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Min None Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 0 Act Effct Green 12.4 11.9 11.9 55.7 51.8 56.5 53.7 Actuated g/C Ratio 0.13 0.12 0.12 0.57 0.53 0.58 0.55 v/c Ratio 0.63 0.55 0.39 0.12 1.05 0.50 0.61 O - 5 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 46.9 51.2 12.1 10.3 68.4 22.9 20.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.9 51.2 12.1 10.3 68.4 22.9 20.6 LOS D D B B E C C Approach Delay 46.9 32.6 66.0 20.9 Approach LOS D C E C Queue Length 50th (ft) 77 74 0 10 ~729 19 272 Queue Length 95th (ft) 149 138 50 30 #1136 #65 483 Internal Link Dist (ft) 113 [PHONE REDACTED] Turn Bay Length (ft) 90 95 90 Base Capacity (vph) 344 339 381 363 [PHONE REDACTED] Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.44 0.36 0.29 0.12 1.05 0.50 0.61 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 97.1 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.05 Intersection Signal Delay: 46.3 Intersection LOS: D Intersection Capacity Utilization 88.2% ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: SR-202 & 154th Place NE/NE 109th St O - 6 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 785 117 95 559 374 362 Future Volume (vph) 785 117 95 559 374 362 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 110 120 135 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.96 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.250 Satd. Flow (perm) 1770 1521 466 1863 1863 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 67 340 Link Speed (mph) 30 30 30 Link Distance (ft) 217 641 473 Travel Time 4.9 14.6 10.8 Confl. Peds. 7 Confl. Bikes 3 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 818 122 99 582 390 377 Shared Lane Traffic Lane Group Flow (vph) 818 122 99 582 390 377 Turn Type Prot Perm pm+pt NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 9.5 22.5 22.5 22.5 Total Split 51.0 51.0 10.0 39.0 29.0 29.0 Total Split 56.7% 56.7% 11.1% 43.3% 32.2% 32.2% Maximum Green 46.5 46.5 5.5 34.5 24.5 24.5 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None Max Max Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 42.4 42.4 34.7 34.7 26.9 26.9 Actuated g/C Ratio 0.49 0.49 0.40 0.40 0.31 0.31 v/c Ratio 0.94 0.16 0.37 0.78 0.67 0.52 O - 7 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Lane Group EBL EBR NBL NBT SBT SBR Control Delay 40.4 6.3 21.9 32.4 35.3 7.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.4 6.3 21.9 32.4 35.3 7.4 LOS D A C C D A Approach Delay 36.0 30.8 21.6 Approach LOS D C C Queue Length 50th (ft) 396 15 36 291 204 16 Queue Length 95th (ft) #654 42 70 #470 #338 90 Internal Link Dist (ft) 137 561 393 Turn Bay Length (ft) 110 120 135 Base Capacity (vph) 960 855 271 749 582 728 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.85 0.14 0.37 0.78 0.67 0.52 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 86.1 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay: 29.9 Intersection LOS: C Intersection Capacity Utilization 80.4% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR-202 & NE 90th St O - 8 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 110 687 238 59 273 34 126 78 146 32 61 46 Future Volume (vph) 110 687 238 59 273 34 126 78 146 32 61 46 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 80 0 80 0 115 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 0.96 1.00 0.95 0.96 0.98 0.96 Frt 0.850 0.983 0.902 0.936 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1787 1881 1599 1787 1841 0 1787 1635 0 1787 1698 0 Flt Permitted 0.453 0.109 0.607 0.549 Satd. Flow (perm) 845 1881 1533 205 1841 0 1080 1635 0 1011 1698 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 256 9 97 38 Link Speed (mph) 30 30 30 30 Link Distance (ft) 629 430 546 516 Travel Time 14.3 9.8 12.4 11.7 Confl. Peds. 7 8 8 7 26 14 14 26 Confl. Bikes 2 1 1 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% Adj. Flow (vph) 118 739 256 63 294 37 135 84 157 34 66 49 Shared Lane Traffic Lane Group Flow (vph) 118 739 256 63 331 0 135 241 0 34 115 0 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split 9.9 46.0 46.0 9.5 45.6 10.0 25.0 9.5 24.5 Total Split 11.0% 51.1% 51.1% 10.6% 50.7% 11.1% 27.8% 10.6% 27.2% Maximum Green 5.4 41.5 41.5 5.0 41.1 5.5 20.5 5.0 20.0 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max None Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 41.1 37.0 37.0 40.5 36.7 28.3 25.2 25.5 20.4 Actuated g/C Ratio 0.49 0.44 0.44 0.48 0.44 0.34 0.30 0.30 0.24 O - 9 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.25 0.89 0.31 0.32 0.41 0.33 0.43 0.10 0.26 Control Delay 10.7 36.6 3.1 13.6 17.6 24.3 20.0 21.2 22.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.7 36.6 3.1 13.6 17.6 24.3 20.0 21.2 22.0 LOS B D A B B C C C C Approach Delay 26.1 17.0 21.6 21.8 Approach LOS C B C C Queue Length 50th (ft) 29 360 0 15 117 55 70 13 36 Queue Length 95th (ft) 54 #581 40 32 183 99 146 34 82 Internal Link Dist (ft) 549 350 466 436 Turn Bay Length (ft) 200 80 80 115 Base Capacity (vph) 475 947 899 194 923 411 559 353 440 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.25 0.78 0.28 0.32 0.36 0.33 0.43 0.10 0.26 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 83.9 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.89 Intersection Signal Delay: 23.2 Intersection LOS: C Intersection Capacity Utilization 77.3% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 5: 160th Ave NE & NE 90th St O - 10 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM.syn 6: SR-202 & Combined Access Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Intersection Int Delay, s/veh 2.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 42 39 1106 47 24 832 Future Vol, veh/h 42 39 1106 47 24 832 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 - 100 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 50 50 98 98 92 92 Heavy Vehicles, % 0 0 1 1 2 2 Mvmt Flow 84 78 1129 48 26 904 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2086 1129 0 0 1129 0 Stage 1 1129 - - - - - Stage 2 957 - - - - - Critical Hdwy 6.4 6.2 - - 4.12 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.218 - Pot Cap-1 Maneuver ~ 59 251 - - 619 - Stage 1 312 - - - - - Stage 2 376 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 57 251 - - 619 - Mov Cap-2 Maneuver 178 - - - - - Stage 1 312 - - - - - Stage 2 360 - - - - - Approach WB NB SB HCM Control Delay, s 34.2 0 0.3 HCM LOS D Minor Lane/Major Mvmt NBT SBL SBT Capacity (veh/h) - - 178 251 619 - HCM Lane V/C Ratio - - 0.472 0.311 0.042 - HCM Control Delay - - 42.1 25.7 11.1 - HCM Lane LOS - - E D B - HCM 95th %tile Q(veh) - - 2.2 1.3 0.1 - Notes Volume exceeds capacity Delay exceeds 300s Computation Not Defined All major volume in platoon O - 11 ATTACHMENT 15 ---PAGE BREAK--- P Single Channel Queuing ATTACHMENT 15 ---PAGE BREAK--- 4 Vehicles Willows Preparatory School GTC #14‐119 Single Channel Queuing Analysis Arrivals 121 / 20 mins l Service 320 / 20 mins m Average number of cars in the system l/(m-l) 0.60804 0.60804 vehicles Average waiting time in the system 1/(m-l) 0.005025 180 0.904523 minutes Average number of cars in the queue l^2/m(m-l) 0.229915 0.229915 vehicles Average waiting time in the queue l/m(m-l) 0.0019 180 0.342023 minutes Average system utilization l/m 0.378125 38% Probability of no cars in system 1-l/m 0.621875 62% Probability of n cars in system (1-l/m)(l/m)^n ‐ max queue available (1-l/m) (l/m)^n P(n) P(0) 0 0.621875 1 0.621875 0.62 P(1) 1 0.621875 0.378125 0.235146 0.86 P(2) 2 0.621875 0.142978516 0.088915 0.95 P(3) 3 0.621875 0.054063751 0.033621 0.98 Probability of 3 or fewer Cars 97.96% Probability of more than 3 Cars 2.04% P - 1 ATTACHMENT 15 ---PAGE BREAK--- Q Transit Data ATTACHMENT 15 ---PAGE BREAK--- King County Metro Transit System Map View The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended for use as a survey product. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County. Printed on November 3, 2016 Q - 1 ATTACHMENT 15 ---PAGE BREAK--- Q - 2 ATTACHMENT 15 ---PAGE BREAK--- S s 3 3 S S 3 ss s S S 3 Q - 3 ATTACHMENT 15 ---PAGE BREAK--- R Site Schematics ATTACHMENT 15 ---PAGE BREAK--- 2016, S + L Architects, LLC STATE OF WASHINGTON 9254 N PEDESTRIAN & AUTOMOTIVE PAVING PLAN 2016, S + L Architects, LLC STATE OF WASHINGTON 9254 R - 1 ATTACHMENT 15 ---PAGE BREAK--- 2016, S + L Architects, LLC STATE OF WASHINGTON 9254 N TRAFFIC CIRCULATION PLAN 2016, S + L Architects, LLC STATE OF WASHINGTON 9254 R - 2 ATTACHMENT 15 ---PAGE BREAK--- 2016, S + L Architects, LLC STATE OF WASHINGTON 9254 N PARKING PLAN 2016, S + L Architects, LLC STATE OF WASHINGTON 9254 R - 3 ATTACHMENT 15 ---PAGE BREAK--- S Master Plan Improvements ATTACHMENT 15 ---PAGE BREAK--- Chapter 1: Introduction 1 City of Redmond Creating Choice. Connecting Community. August 2013 S - 1 ATTACHMENT 15 ---PAGE BREAK--- Appendix E: The Unfunded Buildout Plan 200 Table 20. Neighborhood projects (continued) REDMOND WAY 148th AVE NE NE 40th ST WILLOWS RD NE W LK SAMMAMISH PKWY AVONDALE RD NE RED-WOOD RD NE 188th AVE NE NE 51st ST 140th AVE NE NE 90th ST BEL-RED RD UNION HILL RD OLD REDMOND RD E LK SAMMAMISH PKWY AVONDALE WAY NE NE 24th ST SE Redmond Education Hill Idylwood Grass Lawn North Redmond Willows / Rose Hill Bear Creek Sammamish Valley WILLOWS RD NE 188th AVE NE 154th AVE NE AVONDALE RD NE 44 96 338 340 343 344 333 300 282 279 276 271 252 162 140 140 135 134 129 368 369 204 178 201 142 75 68 161 214 203 183 67 143 74 65 113 370 215 211 62 297 77 156 187 179 227 361 158 64 354 88 219 217 197 207 205 190 136 228 199 210 97 66 248 91 90 268 321 291 236 98 148 275 237 295 208 357 216 213 198 364 365 194 225 130 206 229 191 316 145 144 322 147 223 189 309 188 242 238 336 133 244 140 127 140 140 140 253 154 358 234 222 218 85 14 27 15 374 Marymoor Park Lake Sammamish ¯ 0 1 0.5 Miles See Downtown Detail See Overlake Detail Note: projects shown are conceptual only; actual alignments may vary. Neighborhoods Waterbodies Parks City Limit Projects Figure 63. Unfunded Buildout Plan – Neighborhoods Unfunded Buildout Plan – Neighborhoods N See Downtown Map, page 138 See Overlake Map, page 143 S - 2 ATTACHMENT 15 ---PAGE BREAK--- Appendix E: The Unfunded Buildout Plan 206 NEIGHBORHOOD PROJECTS Project ID Project Title Location Project Limits: From Project Limits: To Description 147 185th Avenue NE-to-East Lake Sammamish Park Pedestrian Trail 185th Avenue NE Redmond Way East Lake Sammamish Parkway Add pedestrian trail from south terminus of 185th Ave NE to East Lake Sammamish Parkway and East Lake Sammamish Trail. 148 180th Ave NE “Pedestrian Spine” Pedestrian spine 178th Place NE NE 70th Street Construct a “Pedestrian Spine” or corridor that connects the future light rail station and Southeast Redmond retail commercial area and other transit facilities in the vicinity. 154 Avondale Rd and Avondale Way Safety and Access Improvements Avondale Road at Avondale Way Realign intersection replacing slip lane with a pedestrian bulbout with bike lane continuing through in existing location. Add right-turn only lane to replace slip lane. Install crosswalks linking bus stops together. 156 Willows Road Widening North Willows Road NE 116th St NE 124th St Widen Willows Road from NE 116th St to NE 124th St. Improvements include 2 through lanes in each direction, left-turn lanes, bike lanes, curb, gutter, sidewalks, transit amenities, street lights, storm drainage, underground power, right-of-way and easement acquisition. 158 West Lake Sammamish Parkway Interim Improvements West Lake Sammamish Parkway NE 51st St Bel-Red Road Provide interim nonmotorized facilities by striping the west side of West Lake Sammamish Parkway between NE 51st Street and Bel-Red Road to include a bicycle lane and pedestrian path. Provide additional signage and street pavement markings for bicycles on the east side of the street. 161 Redmond Woodinville Road Widening Red-Wood Road 160th Ave NE Extension NE 124th St Widen Red-Wood Rd from intersection with new 160th Ave NE Extension near the Puget Power trail north to NE 124th St. Improvements include one through lane in each direction, left-turn and extended right-turn lanes if appropriate, access management, bike lanes, curb, gutter, sidewalks, street lights, storm drainage, underground power and right- of-way acquisition. 162 Redmond Woodinville Road and NE 109th St Turn Lane Red-Wood Road at NE 109th St Add a northbound right-turn lane. Table 20. Neighborhood projects (continued) S - 3 ATTACHMENT 15 ---PAGE BREAK--- T Transportation Concurrency Application ATTACHMENT 15 ---PAGE BREAK--- N:\Concurrency Update 2007\Documentation\Admin Guidelines\Transportation Concurrency Application 9-09 11pt.doc CITY OF REDMOND TRANSPORTATION CONCURRENCY APPLICATION This application provides the City of Redmond with the information needed to issue a certificate of concurrency for a development. Please complete the entire form and return it to the Redmond Engineering Services Division. After agreement is reached on the mobility unit demand for a development based on the land use type, size of development and table on the back of this application, the City will, if necessary, determine if enough mobility unit supply is available to issue a certificate of concurrency. If determining the mobility unit demand for a development requires an independent calculation a fee for the review will be required, payable at the City Hall Permit Center. 1. Applicant name and address: 2. Property location: a. Property address: b. Development name: c. Assessor’s Parcel Number(s): 3. Type of development permit to be requested: Land Use Type (ITE Land Use Code) Development Units Mobility Unit Rate (see table on back) Mobility Unit Demand Notes Proposed Total Proposed: Existing Total Existing: Net New Mobility Unit Demand (Total Proposed minus Total Existing) Signature of Applicant: Date: For Official Use Only: Mobility Unit Demand calculation reviewed: Initials Date Concurrency certificate required: Yes No Mobility Units available: Yes No Application number: Yuka Shimizu Elementary School Building B (Phase I) 300 students 60 City Requested use of Elementary School 60 15603 NE 124th St, Redmond, WA 98052 14600 NE 24th Street Bellevue, WA 98007 [PHONE REDACTED] Willows Preparatory School - Building B (Phase I) Church (ITE 560) + Remaining MU Credits from Building A 21,000 SF 1.30 27.30 + 23.54 50.84 9.16 Private School Grades 5-8 0.20 T - 1 ATTACHMENT 15 ---PAGE BREAK--- TABLE 1. Development Mobility Unit Calculator Land Uses ITE Land USE Code Standard of Measure Mobility Units/Land Use Unit Downtown Urban Center Overlake Urban Center Rest of City Residential Single Family 210 dwelling 1.98 2.05 2.42 Multiple Family 220 dwelling 1.39 1.44 1.7 Residential Suites N/A residential suite 0.85 0.88 1.04 Retirement Community 251 dwelling 0.64 0.66 0.78 Nursing Home 620 bed 0.52 0.54 0.63 Congregate Care/Asst Living 253 dwelling 0.4 0.41 0.49 Hotel/Motel 310 room 1.86 1.93 2.28 Commercial Services Bank/Savings & Loan 912 sq ft/GFA 23.38 24.18 28.61 Day Care 565 sq ft/GFA 17.81 18.42 21.8 Library 590 sq ft/GFA 10.53 10.9 12.89 Post Office 732 sq ft/GFA 16.19 16.75 19.82 Service Station 944 fuel position 10.67 11.04 13.07 Service Station/Minimart 945 fuel position 7.8 8.07 9.54 Movie Theater 444,445 seat 0.11 0.12 0.14 Carwash 947 stall 6.93 7.17 8.48 Health Club/Racquet Club 492,493 sq ft/GFA 6.85 7.08 8.38 Institutional Elementary School 520 student 0.16 0.17 0.2 High School 530 student 0.16 0.17 0.2 Church/House of Worship 560 sq ft/GFA 1.06 1.09 1.3 Hospital 610 sq ft/GFA 1.52 1.57 1.86 Rest- aurant Restaurant 931 sq ft/GFA 11.53 11.93 14.11 Fast Food Restaurant 934 sq ft/GFA 31.41 32.49 38.45 Retail Shopping Center up to 99,999 820 sq ft/GLA 6.34 6.56 7.76 100,000-199,999 820 sq ft/GLA 6.05 6.26 7.41 200,000-299,999 820 sq ft/GLA 5.54 5.73 6.78 300,000 and over 820 sq ft/GLA 5.34 5.52 6.53 Supermarket 850 sq ft/GFA 13.68 14.15 16.74 Convenience Market 851 sq ft/GFA 45.37 46.94 55.54 Free Standing Discount Store 813, 815, 861, 863, 864 sq ft/GFA 4.51 4.66 5.52 Miscellaneous Retail 820 sq ft/GFA 5.35 5.54 6.55 Furniture Store 890 sq ft/GFA 0.52 0.54 0.64 Car Sales - New/Used 841 sq ft/GFA 4.03 4.17 4.94 Administrative Office up to 99,999 710,715, 750 sq ft/GFA 6.58 6.81 8.06 100,000-199,999 710,715, 750 sq ft/GFA 5.66 5.85 6.92 200,000-299,999 710,715, 750 sq ft/GFA 4.94 5.11 6.04 300,000 and over 710,715, 750 sq ft/GFA 4.63 4.79 5.67 Medical Office/Clinic 720 sq ft/GFA 6.76 6.99 8.28 Industrial Light Industry/Manufacturing 110 sq ft/GFA 3.09 3.2 3.78 Industrial Park 130 sq ft/GFA 2.71 2.8 3.31 Warehousing/Storage 150 sq ft/GFA 1.02 1.05 1.25 Mini Warehouse 151 sq ft/GFA 0.61 0.63 0.74 For uses with standard of measure in sq ft, mobility units are given per 1000 sq ft T - 2 ATTACHMENT 15 ---PAGE BREAK--- U Existing Zoning Analysis ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School GTC #14-119 Trip Generation for: Development Peak Weekday Average Weekday Daily Trips (AWDT) NET EXTERNAL TRIPS BY TYPE IN BOTH DIRECTIONS DIRECTIONAL ASSIGNMENTS Gross Trips Internal Crossover TOTAL PASS-BY DIVERTED LINK NEW PASS-BY DIVERTED LINK NEW LAND USES VARIABLE ITE LU code Trip Rate % IN % OUT In+Out (Total) % of Gross Trips Trips In+Out (Total) In+Out (Total) % of Ext. Trips In+Out (Total) % of Ext. Trips In+Out (Total) In+Out (Total) In Out In Out In Out Single Family Detached 60 units 210 9.52 50% 50% 571.20 0% 0.00 571.20 0% 0.00 0% 0.00 571.20 0.00 0.00 0.00 0.00 285.60 285.60 571.20 0.00 571.20 0.00 0.00 571.20 0.00 0.00 0.00 0.00 285.60 285.60 Total U - 1 ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School GTC #14-119 Trip Generation for: Development Peak Weekday, Peak Hour of Adjacent Street Traffic, One Hour between 7 and 9 AM Weekday AM Peak Hour NET EXTERNAL TRIPS BY TYPE IN BOTH DIRECTIONS DIRECTIONAL ASSIGNMENTS Gross Trips Internal Crossover TOTAL PASS-BY DIVERTED LINK NEW PASS-BY DIVERTED LINK NEW LAND USES VARIABLE ITE LU code Trip Rate % IN % OUT In+Out (Total) % of Gross Trips Trips In+Out (Total) In+Out (Total) % of Ext. Trips In+Out (Total) % of Ext. Trips In+Out (Total) In+Out (Total) In Out In Out In Out Single Family Detached 60 units 210 0.75 25% 75% 45.00 0% 0.00 45.00 0% 0.00 0% 0.00 45.00 0.00 0.00 0.00 0.00 11.25 33.75 45.00 0.00 45.00 0.00 0.00 45.00 0.00 0.00 0.00 0.00 11.25 33.75 Total U - 2 ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School GTC #14-119 Trip Generation for: Development Peak Weekday, Peak Hour of Adjacent Street Traffic, One Hour between 4 and 6 PM Weekday PM Peak Hour NET EXTERNAL TRIPS BY TYPE IN BOTH DIRECTIONS DIRECTIONAL ASSIGNMENTS Gross Trips Internal Crossover TOTAL PASS-BY DIVERTED LINK NEW PASS-BY DIVERTED LINK NEW LAND USES VARIABLE ITE LU code Trip Rate % IN % OUT In+Out (Total) % of Gross Trips Trips In+Out (Total) In+Out (Total) % of Ext. Trips In+Out (Total) % of Ext. Trips In+Out (Total) In+Out (Total) In Out In Out In Out Single Family Detached 60 units 210 1.00 63% 37% 60.00 0% 0.00 60.00 0% 0.00 0% 0.00 60.00 0.00 0.00 0.00 0.00 37.80 22.20 60.00 0.00 60.00 0.00 0.00 60.00 0.00 0.00 0.00 0.00 37.80 22.20 Total U - 3 ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School GTC #14-119 New New AM Peak Hour Trips New New AM Peak Hour Trips ADT In Out Total ADT In Out Total 100% 571.20 11.25 33.75 45.00 100% 571.20 11.25 33.75 45.00 1% 5.71 0.11 0.34 0.45 51% 291.31 5.74 17.21 22.95 2% 11.42 0.23 0.68 0.90 52% 297.02 5.85 17.55 23.40 3% 17.14 0.34 1.01 1.35 53% 302.74 5.96 17.89 23.85 4% 22.85 0.45 1.35 1.80 54% 308.45 6.08 18.23 24.30 5% 28.56 0.56 1.69 2.25 55% 314.16 6.19 18.56 24.75 6% 34.27 0.68 2.03 2.70 56% 319.87 6.30 18.90 25.20 7% 39.98 0.79 2.36 3.15 57% 325.58 6.41 19.24 25.65 8% 45.70 0.90 2.70 3.60 58% 331.30 6.53 19.58 26.10 9% 51.41 1.01 3.04 4.05 59% 337.01 6.64 19.91 26.55 10% 57.12 1.13 3.38 4.50 60% 342.72 6.75 20.25 27.00 11% 62.83 1.24 3.71 4.95 61% 348.43 6.86 20.59 27.45 12% 68.54 1.35 4.05 5.40 62% 354.14 6.98 20.93 27.90 13% 74.26 1.46 4.39 5.85 63% 359.86 7.09 21.26 28.35 14% 79.97 1.58 4.73 6.30 64% 365.57 7.20 21.60 28.80 15% 85.68 1.69 5.06 6.75 65% 371.28 7.31 21.94 29.25 16% 91.39 1.80 5.40 7.20 66% 376.99 7.43 22.28 29.70 17% 97.10 1.91 5.74 7.65 67% 382.70 7.54 22.61 30.15 18% 102.82 2.03 6.08 8.10 68% 388.42 7.65 22.95 30.60 19% 108.53 2.14 6.41 8.55 69% 394.13 7.76 23.29 31.05 20% 114.24 2.25 6.75 9.00 70% 399.84 7.88 23.63 31.50 21% 119.95 2.36 7.09 9.45 71% 405.55 7.99 23.96 31.95 22% 125.66 2.48 7.43 9.90 72% 411.26 8.10 24.30 32.40 23% 131.38 2.59 7.76 10.35 73% 416.98 8.21 24.64 32.85 24% 137.09 2.70 8.10 10.80 74% 422.69 8.33 24.98 33.30 25% 142.80 2.81 8.44 11.25 75% 428.40 8.44 25.31 33.75 26% 148.51 2.93 8.78 11.70 76% 434.11 8.55 25.65 34.20 27% 154.22 3.04 9.11 12.15 77% 439.82 8.66 25.99 34.65 28% 159.94 3.15 9.45 12.60 78% 445.54 8.78 26.33 35.10 29% 165.65 3.26 9.79 13.05 79% 451.25 8.89 26.66 35.55 30% 171.36 3.38 10.13 13.50 80% 456.96 9.00 27.00 36.00 31% 177.07 3.49 10.46 13.95 81% 462.67 9.11 27.34 36.45 32% 182.78 3.60 10.80 14.40 82% 468.38 9.23 27.68 36.90 33% 188.50 3.71 11.14 14.85 83% 474.10 9.34 28.01 37.35 34% 194.21 3.83 11.48 15.30 84% 479.81 9.45 28.35 37.80 35% 199.92 3.94 11.81 15.75 85% 485.52 9.56 28.69 38.25 36% 205.63 4.05 12.15 16.20 86% 491.23 9.68 29.03 38.70 37% 211.34 4.16 12.49 16.65 87% 496.94 9.79 29.36 39.15 38% 217.06 4.28 12.83 17.10 88% 502.66 9.90 29.70 39.60 39% 222.77 4.39 13.16 17.55 89% 508.37 10.01 30.04 40.05 40% 228.48 4.50 13.50 18.00 90% 514.08 10.13 30.38 40.50 41% 234.19 4.61 13.84 18.45 91% 519.79 10.24 30.71 40.95 42% 239.90 4.73 14.18 18.90 92% 525.50 10.35 31.05 41.40 43% 245.62 4.84 14.51 19.35 93% 531.22 10.46 31.39 41.85 44% 251.33 4.95 14.85 19.80 94% 536.93 10.58 31.73 42.30 45% 257.04 5.06 15.19 20.25 95% 542.64 10.69 32.06 42.75 46% 262.75 5.18 15.53 20.70 96% 548.35 10.80 32.40 43.20 47% 268.46 5.29 15.86 21.15 97% 554.06 10.91 32.74 43.65 48% 274.18 5.40 16.20 21.60 98% 559.78 11.03 33.08 44.10 49% 279.89 5.51 16.54 22.05 99% 565.49 11.14 33.41 44.55 50% 285.60 5.63 16.88 22.50 100% 571.20 11.25 33.75 45.00 AM Peak-Hour % % U - 4 ATTACHMENT 15 ---PAGE BREAK--- Willows Preparatory School GTC #14-119 New New PM Peak Hour Trips New New PM Peak Hour Trips ADT In Out Total ADT In Out Total 100% 571.20 37.80 22.20 60.00 100% 571.20 37.80 22.20 60.00 1% 5.71 0.38 0.22 0.60 51% 291.31 19.28 11.32 30.60 2% 11.42 0.76 0.44 1.20 52% 297.02 19.66 11.54 31.20 3% 17.14 1.13 0.67 1.80 53% 302.74 20.03 11.77 31.80 4% 22.85 1.51 0.89 2.40 54% 308.45 20.41 11.99 32.40 5% 28.56 1.89 1.11 3.00 55% 314.16 20.79 12.21 33.00 6% 34.27 2.27 1.33 3.60 56% 319.87 21.17 12.43 33.60 7% 39.98 2.65 1.55 4.20 57% 325.58 21.55 12.65 34.20 8% 45.70 3.02 1.78 4.80 58% 331.30 21.92 12.88 34.80 9% 51.41 3.40 2.00 5.40 59% 337.01 22.30 13.10 35.40 10% 57.12 3.78 2.22 6.00 60% 342.72 22.68 13.32 36.00 11% 62.83 4.16 2.44 6.60 61% 348.43 23.06 13.54 36.60 12% 68.54 4.54 2.66 7.20 62% 354.14 23.44 13.76 37.20 13% 74.26 4.91 2.89 7.80 63% 359.86 23.81 13.99 37.80 14% 79.97 5.29 3.11 8.40 64% 365.57 24.19 14.21 38.40 15% 85.68 5.67 3.33 9.00 65% 371.28 24.57 14.43 39.00 16% 91.39 6.05 3.55 9.60 66% 376.99 24.95 14.65 39.60 17% 97.10 6.43 3.77 10.20 67% 382.70 25.33 14.87 40.20 18% 102.82 6.80 4.00 10.80 68% 388.42 25.70 15.10 40.80 19% 108.53 7.18 4.22 11.40 69% 394.13 26.08 15.32 41.40 20% 114.24 7.56 4.44 12.00 70% 399.84 26.46 15.54 42.00 21% 119.95 7.94 4.66 12.60 71% 405.55 26.84 15.76 42.60 22% 125.66 8.32 4.88 13.20 72% 411.26 27.22 15.98 43.20 23% 131.38 8.69 5.11 13.80 73% 416.98 27.59 16.21 43.80 24% 137.09 9.07 5.33 14.40 74% 422.69 27.97 16.43 44.40 25% 142.80 9.45 5.55 15.00 75% 428.40 28.35 16.65 45.00 26% 148.51 9.83 5.77 15.60 76% 434.11 28.73 16.87 45.60 27% 154.22 10.21 5.99 16.20 77% 439.82 29.11 17.09 46.20 28% 159.94 10.58 6.22 16.80 78% 445.54 29.48 17.32 46.80 29% 165.65 10.96 6.44 17.40 79% 451.25 29.86 17.54 47.40 30% 171.36 11.34 6.66 18.00 80% 456.96 30.24 17.76 48.00 31% 177.07 11.72 6.88 18.60 81% 462.67 30.62 17.98 48.60 32% 182.78 12.10 7.10 19.20 82% 468.38 31.00 18.20 49.20 33% 188.50 12.47 7.33 19.80 83% 474.10 31.37 18.43 49.80 34% 194.21 12.85 7.55 20.40 84% 479.81 31.75 18.65 50.40 35% 199.92 13.23 7.77 21.00 85% 485.52 32.13 18.87 51.00 36% 205.63 13.61 7.99 21.60 86% 491.23 32.51 19.09 51.60 37% 211.34 13.99 8.21 22.20 87% 496.94 32.89 19.31 52.20 38% 217.06 14.36 8.44 22.80 88% 502.66 33.26 19.54 52.80 39% 222.77 14.74 8.66 23.40 89% 508.37 33.64 19.76 53.40 40% 228.48 15.12 8.88 24.00 90% 514.08 34.02 19.98 54.00 41% 234.19 15.50 9.10 24.60 91% 519.79 34.40 20.20 54.60 42% 239.90 15.88 9.32 25.20 92% 525.50 34.78 20.42 55.20 43% 245.62 16.25 9.55 25.80 93% 531.22 35.15 20.65 55.80 44% 251.33 16.63 9.77 26.40 94% 536.93 35.53 20.87 56.40 45% 257.04 17.01 9.99 27.00 95% 542.64 35.91 21.09 57.00 46% 262.75 17.39 10.21 27.60 96% 548.35 36.29 21.31 57.60 47% 268.46 17.77 10.43 28.20 97% 554.06 36.67 21.53 58.20 48% 274.18 18.14 10.66 28.80 98% 559.78 37.04 21.76 58.80 49% 279.89 18.52 10.88 29.40 99% 565.49 37.42 21.98 59.40 50% 285.60 18.90 11.10 30.00 100% 571.20 37.80 22.20 60.00 PM Peak-Hour % % U - 5 ATTACHMENT 15 ---PAGE BREAK--- AVE NE TRAFFIC IMPACT STUDY CITY OF REDMOND GIBSON TRAFFIC CONSULTANTS WILLOWS PREPARATORY SCHOOL (300 STUDENTS) N NE 124TH ST NE 116TH ST NE 85TH ST NE 90TH ST NE 80TH ST NE 104TH ST NE 110TH ST NE 11TH ST NE 116TH ST NE 128TH ST NE 130TH ST AVONDALE RD NE NOVELTY HILL RD UNION HILL RD 148TH AVE NE REDMOND-WOODINVILLE RD NE AVE WILLOWS RD 160TH AVE NE W LAKE SAMMAMISH PKWY LEARY WAY CLEVELAND ST 174TH AVE NE 176TH PL NE 172ND AVE NE 164TH AVE NE NE 122ND ST 178TH AVE NE 154TH PL NE NE 83RD ST REDMOND WAY 164TH 166TH GTC #14-119 162ND AVE NE 179TH AVE NE 176TH AVE NE SITE 143 25 3 8 0 17 1 3 29 5 2 1 114 20 2 7 7 114 20 2 6 297 52 18 5 268 47 16 0 17 3 1 5 240 42 14 2 97 17 6 LEGEND 25 AWDT PEAK AM NEW AM PEAK-HOUR TRIPS NEW DAILY TRIPS TRIP DISTRIBUTION % FIGURE A EXISTING ZONING TRIP DISTRIBUTION AM PEAK-HOUR 1 11 2 0 1 29 5 1 U - 6 ATTACHMENT 15 ---PAGE BREAK--- AVE NE TRAFFIC IMPACT STUDY CITY OF REDMOND GIBSON TRAFFIC CONSULTANTS WILLOWS PREPARATORY SCHOOL (300 STUDENTS) N NE 124TH ST NE 116TH ST NE 85TH ST NE 90TH ST NE 80TH ST NE 104TH ST NE 110TH ST NE 11TH ST NE 116TH ST NE 128TH ST NE 130TH ST AVONDALE RD NE NOVELTY HILL RD UNION HILL RD 148TH AVE NE REDMOND-WOODINVILLE RD NE AVE WILLOWS RD 160TH AVE NE W LAKE SAMMAMISH PKWY LEARY WAY CLEVELAND ST 174TH AVE NE 176TH PL NE 172ND AVE NE 164TH AVE NE NE 122ND ST 178TH AVE NE 154TH PL NE NE 83RD ST REDMOND WAY 164TH 166TH GTC #14-119 162ND AVE NE 179TH AVE NE 176TH AVE NE SITE 143 25 9 6 1 17 1 3 29 5 1 2 114 20 8 4 4 114 20 8 20 297 52 11 18 268 47 10 1 17 3 1 16 240 42 9 6 97 17 4 LEGEND 25 AWDT PEAK PM NEW PM PEAK-HOUR TRIPS NEW DAILY TRIPS TRIP DISTRIBUTION % FIGURE B EXISTING ZONING TRIP DISTRIBUTION PM PEAK-HOUR 0 11 2 1 2 29 5 1 U - 7 ATTACHMENT 15 ---PAGE BREAK--- #1 SR-202 @ NE 124th St ID: 1 Existing 742 1,211 469 Average Weekday 280 393 69 90 262 117 AM Peak-Hour    280 SR 202  117 Date 10/27/2016 1,389 798  798 1,086 311  171  Data Source: idax 1,864 NE 124th Street 2,918 NE 124th Street 1,466 North 90  69  475 269  269 380 116  SR 202 42    116 393 171 311 262 42 680 1,295 615 Future w/o Development 836 1,364 528 Average Weekday 315 443 78 101 295 132 AM Peak-Hour    315 SR 202  132 Year: 2022 1,564 899  899 1,224 Growth Rate = 2.0% 350  193  Years of Growth = 6 2,099 NE 124th Street 3,287 NE 124th Street 1,652 North Total Growth = 1.1262 101  78  535 303  303 428 131  SR 202 47    131 443 193 350 295 47 767 1,459 692 Total Development Trips 2 9 7 Average Weekday 0 2 0 0 7 0 AM Peak-Hour    0 SR 202  0 8 0  0 0 8  0  11 NE 124th Street 21 NE 124th Street 1 North 0  0  3 0  0 1 3  SR 202 1    3 2 0 8 7 1 5 21 16 Future with Project 838 1,373 535 Average Weekday 315 445 78 101 302 132 AM Peak-Hour    315 SR 202  132 1,572 899  899 1,224 358  193  2,110 NE 124th Street 3,308 NE 124th Street 1,653 North 101  78  538 303  303 429 134  SR 202 48    134 445 193 358 302 48 772 1,480 708 Existing Zoning R1 & R4 60 Units U - 8 ATTACHMENT 15 ---PAGE BREAK--- #2 SR-202 @ NE 116th St ID: 2 Existing 694 1,293 599 Average Weekday 0 618 76 0 367 232 AM Peak-Hour    0 SR 202  232 Date 10/27/2016 0 0  0 502 0  270  Data Source: idax 0 1,609 NE 116th Street 624 North 0  76  0 0  0 122 0  SR 202 46    0 618 270 0 367 46 888 1,301 413 Future w/o Development 782 1,456 674 Average Weekday 0 696 86 0 413 261 AM Peak-Hour    0 SR 202  261 Year: 2022 0 0  0 565 Growth Rate = 2.0% 0  304  Years of Growth = 6 0 1,812 NE 116th Street 703 North Total Growth = 1.1262 0  86  0 0  0 138 0  SR 202 52    0 696 304 0 413 52 1,000 1,465 465 Total Development Trips 18 24 6 Average Weekday 0 16 2 0 5 1 AM Peak-Hour    0 SR 202  1 0 0  0 1 0  0  0 24 NE 116th Street 3 North 0  2  0 0  0 2 0  SR 202 0    0 16 0 0 5 0 16 21 5 Future with Project 800 1,480 680 Average Weekday 0 712 88 0 418 262 AM Peak-Hour    0 SR 202  262 0 0  0 566 0  304  0 1,836 NE 116th Street 706 North 0  88  0 0  0 140 0  SR 202 52    0 712 304 0 418 52 1,016 1,486 470 Existing Zoning R1 & R4 60 Units U - 9 ATTACHMENT 15 ---PAGE BREAK--- #3 SR-202 @ 154th Pl NE ID: 3 Existing 875 1,293 418 Average Weekday 41 815 19 4 324 90 AM Peak-Hour    41 SR 202  90 Date 10/27/2016 100 38  38 330 21  202  Data Source: idax 355 154th Place NE 1,872 NE 109th Street 455 North 4  19  255 39  39 125 212  SR 202 67    212 815 202 21 324 67 1,229 1,641 412 Future w/o Development 985 1,456 471 Average Weekday 46 918 21 5 365 101 AM Peak-Hour    46 SR 202  101 Year: 2022 113 43  43 371 Growth Rate = 2.0% 24  227  Years of Growth = 6 401 154th Place NE 2,108 NE 109th Street 511 North Total Growth = 1.1262 5  21  288 44  44 140 239  SR 202 75    239 918 227 24 365 75 1,384 1,848 464 Total Development Trips 16 21 5 Average Weekday 1 14 1 0 5 0 AM Peak-Hour    1 SR 202  0 1 0  0 0 0  0  1 154th Place NE 21 NE 109th Street 1 North 0  1  0 0  0 1 0  SR 202 0    0 14 0 0 5 0 14 19 5 Future with Project 1,001 1,477 476 Average Weekday 47 932 22 5 370 101 AM Peak-Hour    47 SR 202  101 114 43  43 371 24  227  402 154th Place NE 2,129 NE 109th Street 512 North 5  22  288 44  44 141 239  SR 202 75    239 932 227 24 370 75 1,398 1,867 469 Existing Zoning R1 & R4 60 Units U - 10 ATTACHMENT 15 ---PAGE BREAK--- #4 SR-202 @ NE 90th St ID: 4 Existing 1,412 1,770 358 Average Weekday 864 548 0 158 200 0 AM Peak-Hour    864 SR 202  0 Date 10/27/2016 928 0  0 0 64  0  Data Source: idax 1,123 NE 90th Street 1,871 0 North 158  0  195 0  0 0 37  SR 202 0    37 548 0 64 200 0 585 849 264 Future w/o Development 1,590 1,993 403 Average Weekday 973 617 0 178 225 0 AM Peak-Hour    973 SR 202  0 Year: 2022 1,045 0  0 0 Growth Rate = 2.0% 72  0  Years of Growth = 6 1,265 NE 90th Street 2,107 0 North Total Growth = 1.1262 178  0  220 0  0 0 42  SR 202 0    42 617 0 72 225 0 659 956 297 Total Development Trips 14 19 5 Average Weekday 8 6 0 3 2 0 AM Peak-Hour    8 SR 202  0 8 0  0 0 0  0  11 NE 90th Street 19 0 North 3  0  3 0  0 0 0  SR 202 0    0 6 0 0 2 0 6 8 2 Future with Project 1,604 2,012 408 Average Weekday 981 623 0 181 227 0 AM Peak-Hour    981 SR 202  0 1,053 0  0 0 72  0  1,276 NE 90th Street 2,126 0 North 181  0  223 0  0 0 42  SR 202 0    42 623 0 72 227 0 665 964 299 Existing Zoning R1 & R4 60 Units U - 11 ATTACHMENT 15 ---PAGE BREAK--- #5 160th Ave NE @ NE 90th St ID: 5 Existing 223 283 60 Average Weekday 125 49 49 20 15 25 AM Peak-Hour    125 160th Aveneu NE  25 Date 10/27/2016 995 783  783 911 87  103  Data Source: idax 1,250 NE 90th ST 1,507 NE 90th ST 1,131 North 20  49  255 155  155 220 80  160th Aveneu NE 16    80 49 103 87 15 16 232 350 118 Future w/o Development 251 319 68 Average Weekday 141 55 55 23 17 28 AM Peak-Hour    141 160th Aveneu NE  28 Year: 2022 1,121 882  882 1,026 Growth Rate = 2.0% 98  116  Years of Growth = 6 1,409 NE 90th ST 1,698 NE 90th ST 1,274 North Total Growth = 1.1262 23  55  288 175  175 248 90  160th Aveneu NE 18    90 55 116 98 17 18 261 394 133 Total Development Trips 0 0 0 Average Weekday 0 0 0 0 0 0 AM Peak-Hour    0 160th Aveneu NE  0 7 7  7 8 0  1  9 NE 90th ST 11 NE 90th ST 11 North 0  0  2 2  2 3 0  160th Aveneu NE 1    0 0 1 0 0 1 1 2 1 Future with Project 251 319 68 Average Weekday 141 55 55 23 17 28 AM Peak-Hour    141 160th Aveneu NE  28 1,128 889  889 1,034 98  117  1,418 NE 90th ST 1,709 NE 90th ST 1,285 North 23  55  290 177  177 251 90  160th Aveneu NE 19    90 55 117 98 17 19 262 396 134 Existing Zoning R1 & R4 60 Units U - 12 ATTACHMENT 15 ---PAGE BREAK--- #6 SR-202 @ Site Access ID: 6 Existing 696 1,327 631 Average Weekday 0 680 16 0 615 16 AM Peak-Hour    0 SR-202  16 Date 10/27/2016 0 0  0 21 0  5  Data Source: idax 0 1,349 Combined Access 54 North 0  16  0 0  0 33 0  SR-202 17    0 680 5 0 615 17 685 1,317 632 Future w/o Development 784 1,495 711 Average Weekday 0 766 18 0 693 18 AM Peak-Hour    0 SR-202  18 Year: 2022 0 0  0 24 Growth Rate = 2.0% 0  6  Years of Growth = 6 0 1,520 Combined Access 61 North Total Growth = 1.1262 0  18  0 0  0 37 0  SR-202 19    0 766 6 0 693 19 772 1,484 712 Total Development Trips 5 21 16 Average Weekday 0 0 5 0 0 16 AM Peak-Hour    0 SR-202  16 0 0  0 34 0  18  0 45 Combined Access 45 North 0  5  0 0  0 11 0  SR-202 6    0 0 18 0 0 6 18 24 6 Future with Project 789 1,516 727 Average Weekday 0 766 23 0 693 34 AM Peak-Hour    0 SR-202  34 0 0  0 58 0  24  0 1,565 Combined Access 106 North 0  23  0 0  0 48 0  SR-202 25    0 766 24 0 693 25 790 1,508 718 Existing Zoning R1 & R4 60 Units U - 13 ATTACHMENT 15 ---PAGE BREAK--- #1 SR-202 @ NE 124th St ID: 1 Existing 611 1,818 1,207 Average Weekday 102 372 137 404 623 180 PM Peak-Hour    102 SR 202  180 Date 10/27/2016 719 370  370 629 247  79  Data Source: idax 2,180 NE 124th Street 3,683 NE 124th Street 1,647 North 404  137  1,461 769  769 1,018 288  SR 202 112    288 372 79 247 623 112 739 1,721 982 Future w/o Development 688 2,048 1,360 Average Weekday 115 419 154 455 702 203 PM Peak-Hour    115 SR 202  203 Year: 2022 810 417  417 709 Growth Rate = 2.0% 278  89  Years of Growth = 6 2,455 NE 124th Street 4,148 NE 124th Street 1,855 North Total Growth = 1.1262 455  154  1,645 866  866 1,146 324  SR 202 126    324 419 89 278 702 126 832 1,938 1,106 Total Development Trips 8 12 4 Average Weekday 0 8 0 0 4 0 PM Peak-Hour    0 SR 202  0 6 0  0 1 6  1  15 NE 124th Street 29 NE 124th Street 2 North 0  0  9 0  0 1 9  SR 202 1    9 8 1 6 4 1 18 29 11 Future with Project 696 2,060 1,364 Average Weekday 115 427 154 455 706 203 PM Peak-Hour    115 SR 202  203 816 417  417 710 284  90  2,470 NE 124th Street 4,177 NE 124th Street 1,857 North 455  154  1,654 866  866 1,147 333  SR 202 127    333 427 90 284 706 127 850 1,967 1,117 Existing Zoning R1 & R4 60 Units U - 14 ATTACHMENT 15 ---PAGE BREAK--- #2 SR-202 @ NE 116th St ID: 2 Existing 740 1,743 1,003 Average Weekday 0 502 238 0 759 244 PM Peak-Hour    0 SR 202  244 Date 10/27/2016 0 0  0 329 0  85  Data Source: idax 0 1,966 NE 116th Street 705 North 0  238  0 0  0 376 0  SR 202 138    0 502 85 0 759 138 587 1,484 897 Future w/o Development 833 1,963 1,130 Average Weekday 0 565 268 0 855 275 PM Peak-Hour    0 SR 202  275 Year: 2022 0 0  0 371 Growth Rate = 2.0% 0  96  Years of Growth = 6 0 2,214 NE 116th Street 794 North Total Growth = 1.1262 0  268  0 0  0 423 0  SR 202 155    0 565 96 0 855 155 661 1,671 1,010 Total Development Trips 11 31 20 Average Weekday 0 10 1 0 18 2 PM Peak-Hour    0 SR 202  2 0 0  0 2 0  0  0 31 NE 116th Street 3 North 0  1  0 0  0 1 0  SR 202 0    0 10 0 0 18 0 10 28 18 Future with Project 844 1,994 1,150 Average Weekday 0 575 269 0 873 277 PM Peak-Hour    0 SR 202  277 0 0  0 373 0  96  0 2,245 NE 116th Street 797 North 0  269  0 0  0 424 0  SR 202 155    0 575 96 0 873 155 671 1,699 1,028 Existing Zoning R1 & R4 60 Units U - 15 ATTACHMENT 15 ---PAGE BREAK--- #3 SR-202 @ 154th Pl NE ID: 3 Existing 587 1,487 900 Average Weekday 20 499 68 13 793 94 PM Peak-Hour    20 SR 202  94 Date 10/27/2016 98 41  41 201 37  66  Data Source: idax 229 154th Place NE 1,826 NE 109th Street 415 North 13  68  131 69  69 214 49  SR 202 77    49 499 66 37 793 77 614 1,521 907 Future w/o Development 662 1,676 1,014 Average Weekday 23 562 77 15 893 106 PM Peak-Hour    23 SR 202  106 Year: 2022 111 46  46 226 Growth Rate = 2.0% 42  74  Years of Growth = 6 259 154th Place NE 2,058 NE 109th Street 468 North Total Growth = 1.1262 15  77  148 78  78 242 55  SR 202 87    55 562 74 42 893 87 691 1,713 1,022 Total Development Trips 9 27 18 Average Weekday 0 9 0 1 16 1 PM Peak-Hour    0 SR 202  1 0 0  0 1 0  0  1 154th Place NE 27 NE 109th Street 1 North 1  0  1 0  0 0 0  SR 202 0    0 9 0 0 16 0 9 25 16 Future with Project 671 1,703 1,032 Average Weekday 23 571 77 16 909 107 PM Peak-Hour    23 SR 202  107 111 46  46 227 42  74  260 154th Place NE 2,085 NE 109th Street 469 North 16  77  149 78  78 242 55  SR 202 87    55 571 74 42 909 87 700 1,738 1,038 Existing Zoning R1 & R4 60 Units U - 16 ATTACHMENT 15 ---PAGE BREAK--- #4 SR-202 @ NE 90th St ID: 4 Existing 637 1,814 1,177 Average Weekday 318 319 0 694 483 0 PM Peak-Hour    318 SR 202  0 Date 10/27/2016 402 0  0 0 84  0  Data Source: idax 1,200 NE 90th Street 2,002 0 North 694  0  798 0  0 0 104  SR 202 0    104 319 0 84 483 0 423 990 567 Future w/o Development 717 2,043 1,326 Average Weekday 358 359 0 782 544 0 PM Peak-Hour    358 SR 202  0 Year: 2022 453 0  0 0 Growth Rate = 2.0% 95  0  Years of Growth = 6 1,352 NE 90th Street 2,255 0 North Total Growth = 1.1262 782  0  899 0  0 0 117  SR 202 0    117 359 0 95 544 0 476 1,115 639 Total Development Trips 9 25 16 Average Weekday 5 4 0 10 6 0 PM Peak-Hour    5 SR 202  0 5 0  0 0 0  0  15 NE 90th Street 25 0 North 10  0  10 0  0 0 0  SR 202 0    0 4 0 0 6 0 4 10 6 Future with Project 726 2,068 1,342 Average Weekday 363 363 0 792 550 0 PM Peak-Hour    363 SR 202  0 458 0  0 0 95  0  1,367 NE 90th Street 2,280 0 North 792  0  909 0  0 0 117  SR 202 0    117 363 0 95 550 0 480 1,125 645 Existing Zoning R1 & R4 60 Units U - 17 ATTACHMENT 15 ---PAGE BREAK--- #5 160th Ave NE @ NE 90th St ID: 5 Existing 123 320 197 Average Weekday 41 54 28 98 69 30 PM Peak-Hour    41 160th Aveneu NE  30 Date 10/27/2016 392 239  239 321 112  52  Data Source: idax 1,308 NE 90th ST 1,671 NE 90th ST 1,086 North 98  28  916 607  607 765 211  160th Aveneu NE 130    211 54 52 112 69 130 317 628 311 Future w/o Development 139 361 222 Average Weekday 46 61 32 110 78 34 PM Peak-Hour    46 160th Aveneu NE  34 Year: 2022 441 269  269 362 Growth Rate = 2.0% 126  59  Years of Growth = 6 1,473 NE 90th ST 1,883 NE 90th ST 1,224 North Total Growth = 1.1262 110  32  1,032 684  684 862 238  160th Aveneu NE 146    238 61 59 126 78 146 358 708 350 Total Development Trips 0 0 0 Average Weekday 0 0 0 0 0 0 PM Peak-Hour    0 160th Aveneu NE  0 4 4  4 5 0  1  12 NE 90th ST 15 NE 90th ST 15 North 0  0  8 8  8 10 0  160th Aveneu NE 2    0 0 1 0 0 2 1 3 2 Future with Project 139 361 222 Average Weekday 46 61 32 110 78 34 PM Peak-Hour    46 160th Aveneu NE  34 445 273  273 367 126  60  1,485 NE 90th ST 1,898 NE 90th ST 1,239 North 110  32  1,040 692  692 872 238  160th Aveneu NE 148    238 61 60 126 78 148 359 711 352 Existing Zoning R1 & R4 60 Units U - 18 ATTACHMENT 15 ---PAGE BREAK--- #6 SR-202 @ Site Access ID: 6 Existing 744 1,744 1,000 Average Weekday 0 739 5 0 982 18 PM Peak-Hour    0 SR-202  18 Date 10/27/2016 0 0  0 34 0  16  Data Source: idax 0 1,781 Combined Access 60 North 0  5  0 0  0 26 0  SR-202 21    0 739 16 0 982 21 755 1,758 1,003 Future w/o Development 838 1,964 1,126 Average Weekday 0 832 6 0 1,106 20 PM Peak-Hour    0 SR-202  20 Year: 2022 0 0  0 38 Growth Rate = 2.0% 0  18  Years of Growth = 6 0 2,006 Combined Access 68 North Total Growth = 1.1262 0  6  0 0  0 30 0  SR-202 24    0 832 18 0 1,106 24 850 1,980 1,130 Total Development Trips 18 29 11 Average Weekday 0 0 18 0 0 11 PM Peak-Hour    0 SR-202  11 0 0  0 22 0  11  0 60 Combined Access 60 North 0  18  0 0  0 38 0  SR-202 20    0 0 11 0 0 20 11 31 20 Future with Project 856 1,993 1,137 Average Weekday 0 832 24 0 1,106 31 PM Peak-Hour    0 SR-202  31 0 0  0 60 0  29  0 2,066 Combined Access 128 North 0  24  0 0  0 68 0  SR-202 44    0 832 29 0 1,106 44 861 2,011 1,150 Existing Zoning R1 & R4 60 Units U - 19 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM EZ.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Existing Zoning Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 101 303 134 193 899 132 358 302 48 78 445 315 Future Volume (vph) 101 303 134 193 899 132 358 302 48 78 445 315 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 590 0 285 0 205 0 140 0 Storage Lanes 1 0 1 0 2 1 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00 Frt 0.954 0.981 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1736 3311 0 1736 3405 0 3367 1827 1553 1736 1827 1553 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1736 3311 0 1736 3405 0 3367 1827 1553 1736 1827 1553 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 72 19 73 127 Link Speed (mph) 30 30 30 30 Link Distance (ft) 930 1248 851 779 Travel Time 21.1 28.4 19.3 17.7 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 105 316 140 201 936 138 373 315 50 81 464 328 Shared Lane Traffic Lane Group Flow (vph) 105 456 0 201 1074 0 373 315 50 81 464 328 Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7 Permitted Phases 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 7 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split 11.4 24.1 20.1 32.8 16.0 31.4 20.1 14.4 29.8 11.4 Total Split 12.7% 26.8% 22.3% 36.4% 17.8% 34.9% 22.3% 16.0% 33.1% 12.7% Maximum Green 6.9 19.6 15.6 28.3 11.5 26.9 15.6 9.9 25.3 6.9 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max None Walk Time 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 Act Effct Green 6.9 21.2 14.0 28.3 11.5 30.2 48.8 8.6 25.3 36.7 Actuated g/C Ratio 0.08 0.24 0.16 0.31 0.13 0.34 0.54 0.10 0.28 0.41 v/c Ratio 0.79 0.55 0.74 0.99 0.87 0.51 0.06 0.49 0.90 0.46 Control Delay 79.8 28.6 53.5 56.9 60.1 29.0 1.5 48.4 54.8 14.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U - 20 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM EZ.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Existing Zoning Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 79.8 28.6 53.5 56.9 60.1 29.0 1.5 48.4 54.8 14.0 LOS E C D E E C A D D B Approach Delay 38.2 56.3 42.9 38.9 Approach LOS D E D D Queue Length 50th (ft) 60 103 108 313 108 150 0 44 254 77 Queue Length 95th (ft) #149 153 #195 #458 #186 237 10 90 #433 150 Internal Link Dist (ft) 850 1168 771 699 Turn Bay Length (ft) 590 285 205 140 Base Capacity (vph) 133 [PHONE REDACTED] 430 614 900 190 513 708 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.79 0.55 0.67 0.99 0.87 0.51 0.06 0.43 0.90 0.46 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.99 Intersection Signal Delay: 46.1 Intersection LOS: D Intersection Capacity Utilization 83.3% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SR-202 & NE 124th St U - 21 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM EZ.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Existing Zoning Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 304 262 418 52 88 712 Future Volume (vph) 304 262 418 52 88 712 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 300 100 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1736 1553 1827 1553 1736 1827 Flt Permitted 0.950 0.446 Satd. Flow (perm) 1736 1553 1827 1553 815 1827 Right Turn on Red Yes Yes Satd. Flow (RTOR) 276 55 Link Speed (mph) 30 30 30 Link Distance (ft) 1132 2212 1750 Travel Time 25.7 50.3 39.8 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 320 276 440 55 93 749 Shared Lane Traffic Lane Group Flow (vph) 320 276 440 55 93 749 Turn Type Prot Perm NA Perm Perm NA Protected Phases 8 2 6 Permitted Phases 8 2 6 Detector Phase 8 8 2 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 22.5 Total Split 31.0 31.0 59.0 59.0 59.0 59.0 Total Split 34.4% 34.4% 65.6% 65.6% 65.6% 65.6% Maximum Green 26.5 26.5 54.5 54.5 54.5 54.5 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min Min Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 Act Effct Green 16.9 16.9 32.2 32.2 32.2 32.2 Actuated g/C Ratio 0.29 0.29 0.54 0.54 0.54 0.54 v/c Ratio 0.65 0.43 0.44 0.06 0.21 0.75 Control Delay 27.9 5.6 9.8 2.4 8.7 16.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 U - 22 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM EZ.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Existing Zoning Lane Group WBL WBR NBT NBR SBL SBT Total Delay 27.9 5.6 9.8 2.4 8.7 16.2 LOS C A A A A B Approach Delay 17.6 9.0 15.4 Approach LOS B A B Queue Length 50th (ft) 92 0 76 0 14 167 Queue Length 95th (ft) 246 56 180 14 45 389 Internal Link Dist (ft) 1052 2132 1670 Turn Bay Length (ft) 75 300 100 Base Capacity (vph) [PHONE REDACTED] 1361 710 1592 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.37 0.30 0.28 0.04 0.13 0.47 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 59.2 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 14.4 Intersection LOS: B Intersection Capacity Utilization 61.8% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: SR-202 & NE 116th St U - 23 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM EZ.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Existing Zoning Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 44 239 227 43 101 24 370 75 22 932 47 Future Volume (vph) 5 44 239 227 43 101 24 370 75 22 932 47 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 90 95 0 90 0 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.98 1.00 0.97 1.00 Frt 0.888 0.850 0.975 0.993 Flt Protected 0.999 0.960 0.950 0.950 Satd. Flow (prot) 0 1600 0 0 1771 1568 1752 1791 0 1752 1832 0 Flt Permitted 0.999 0.960 0.049 0.395 Satd. Flow (perm) 0 1600 0 0 1767 1515 90 1791 0 729 1832 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 135 76 11 3 Link Speed (mph) 30 30 30 30 Link Distance (ft) 193 [PHONE REDACTED] Travel Time 4.4 5.2 21.7 50.3 Confl. Peds. 1 1 1 1 Confl. Bikes 1 6 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Adj. Flow (vph) 5 45 246 234 44 104 25 381 77 23 961 48 Shared Lane Traffic Lane Group Flow (vph) 0 296 0 0 278 104 25 458 0 23 1009 0 Turn Type Split NA Split NA Perm pm+pt NA pm+pt NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split 23.0 23.0 29.0 29.0 29.0 9.6 88.4 9.6 88.4 Total Split 15.3% 15.3% 19.3% 19.3% 19.3% 6.4% 58.9% 6.4% 58.9% Maximum Green 18.5 18.5 24.5 24.5 24.5 5.1 83.9 5.1 83.9 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Min None Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 0 Act Effct Green 17.8 24.4 24.4 84.5 81.6 84.5 81.6 Actuated g/C Ratio 0.12 0.17 0.17 0.59 0.57 0.59 0.57 U - 24 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM EZ.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Existing Zoning Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.93 0.92 0.32 0.22 0.45 0.05 0.96 Control Delay 69.8 93.9 21.5 15.6 19.4 11.2 50.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.8 93.9 21.5 15.6 19.4 11.2 50.4 LOS E F C B B B D Approach Delay 69.8 74.2 19.2 49.5 Approach LOS E E B D Queue Length 50th (ft) 165 274 24 9 250 8 934 Queue Length 95th (ft) #354 #459 81 21 339 20 #1272 Internal Link Dist (ft) 113 [PHONE REDACTED] Turn Bay Length (ft) 90 95 90 Base Capacity (vph) 325 305 [PHONE REDACTED] 468 1083 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.91 0.91 0.32 0.22 0.43 0.05 0.93 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 142.9 Natural Cycle: 140 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 49.9 Intersection LOS: D Intersection Capacity Utilization 95.4% ICU Level of Service F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: SR-202 & 154th Place NE/NE 109th St U - 25 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM EZ.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Existing Zoning Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 181 42 72 227 623 981 Future Volume (vph) 181 42 72 227 623 981 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 110 120 135 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.94 0.98 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1752 1568 1752 1845 1845 1568 Flt Permitted 0.950 0.302 Satd. Flow (perm) 1752 1471 557 1845 1845 1533 Right Turn on Red Yes Yes Satd. Flow (RTOR) 43 989 Link Speed (mph) 30 30 30 Link Distance (ft) 217 641 473 Travel Time 4.9 14.6 10.8 Confl. Peds. 17 Confl. Bikes 4 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles 3% 3% 3% 3% 3% 3% Adj. Flow (vph) 187 43 74 [PHONE REDACTED] Shared Lane Traffic Lane Group Flow (vph) 187 43 74 [PHONE REDACTED] Turn Type Prot Perm pm+pt NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 9.5 22.5 22.5 22.5 Total Split 22.6 22.6 9.6 67.4 57.8 57.8 Total Split 25.1% 25.1% 10.7% 74.9% 64.2% 64.2% Maximum Green 18.1 18.1 5.1 62.9 53.3 53.3 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None Max Max Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 14.2 14.2 65.8 65.8 57.9 57.9 Actuated g/C Ratio 0.16 0.16 0.74 0.74 0.65 0.65 U - 26 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM EZ.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Existing Zoning Lane Group EBL EBR NBL NBT SBT SBR v/c Ratio 0.67 0.16 0.15 0.17 0.54 0.75 Control Delay 46.6 11.2 4.5 4.2 11.6 5.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.6 11.2 4.5 4.2 11.6 5.1 LOS D B A A B A Approach Delay 40.0 4.3 7.6 Approach LOS D A A Queue Length 50th (ft) 96 0 9 32 184 4 Queue Length 95th (ft) 163 27 24 64 312 55 Internal Link Dist (ft) 137 561 393 Turn Bay Length (ft) 110 120 135 Base Capacity (vph) 356 [PHONE REDACTED] 1200 1343 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.53 0.13 0.15 0.17 0.54 0.75 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 89 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 10.5 Intersection LOS: B Intersection Capacity Utilization 72.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 4: SR-202 & NE 90th St U - 27 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM EZ.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Existing Zoning Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 23 177 90 117 889 28 98 17 19 55 55 141 Future Volume (vph) 23 177 90 117 889 28 98 17 19 55 55 141 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 80 0 80 0 115 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.96 0.98 1.00 0.95 0.98 0.99 0.93 Frt 0.850 0.995 0.921 0.892 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1736 1827 1553 1736 1815 0 1736 1653 0 1736 1516 0 Flt Permitted 0.082 0.577 0.443 0.732 Satd. Flow (perm) 150 1827 1484 1035 1815 0 772 1653 0 1320 1516 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 115 2 20 113 Link Speed (mph) 30 30 30 30 Link Distance (ft) 629 430 546 516 Travel Time 14.3 9.8 12.4 11.7 Confl. Peds. 12 9 9 12 27 5 5 27 Confl. Bikes 5 2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% Adj. Flow (vph) 24 188 96 124 946 30 104 18 20 59 59 150 Shared Lane Traffic Lane Group Flow (vph) 24 188 96 124 976 0 104 38 0 59 209 0 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split 9.6 56.1 56.1 10.5 57.0 9.8 23.8 9.6 23.6 Total Split 9.6% 56.1% 56.1% 10.5% 57.0% 9.8% 23.8% 9.6% 23.6% Maximum Green 5.1 51.6 51.6 6.0 52.5 5.3 19.3 5.1 19.1 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max None Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 50.9 45.8 45.8 55.0 52.8 23.5 19.4 23.2 19.3 Actuated g/C Ratio 0.55 0.50 0.50 0.60 0.57 0.25 0.21 0.25 0.21 U - 28 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM EZ.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Existing Zoning Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.14 0.21 0.12 0.19 0.94 0.41 0.10 0.17 0.52 Control Delay 9.5 14.1 2.1 8.7 38.1 31.7 20.5 26.3 21.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.5 14.1 2.1 8.7 38.1 31.7 20.5 26.3 21.5 LOS A B A A D C C C C Approach Delay 10.0 34.8 28.7 22.6 Approach LOS B C C C Queue Length 50th (ft) 5 62 0 30 467 43 8 24 47 Queue Length 95th (ft) 15 102 18 53 #911 94 37 59 128 Internal Link Dist (ft) 549 350 466 436 Turn Bay Length (ft) 200 80 80 115 Base Capacity (vph) 170 1027 [PHONE REDACTED] 252 363 355 405 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.14 0.18 0.11 0.19 0.94 0.41 0.10 0.17 0.52 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 92.3 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay: 28.3 Intersection LOS: C Intersection Capacity Utilization 88.1% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 5: 160th Ave NE & NE 90th St U - 29 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP AM EZ.syn 6: SR-202 & Combined Access Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - AM Existing Zoning Intersection Int Delay, s/veh 1.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 24 34 693 25 23 766 Future Vol, veh/h 24 34 693 25 23 766 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 - 100 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 51 51 86 86 86 86 Heavy Vehicles, % 0 0 4 4 3 3 Mvmt Flow 47 67 806 29 27 891 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1750 806 0 0 806 0 Stage 1 806 - - - - - Stage 2 944 - - - - - Critical Hdwy 6.4 6.2 - - 4.13 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.227 - Pot Cap-1 Maneuver 95 385 - - 814 - Stage 1 443 - - - - - Stage 2 381 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 92 385 - - 814 - Mov Cap-2 Maneuver 225 - - - - - Stage 1 443 - - - - - Stage 2 368 - - - - - Approach WB NB SB HCM Control Delay, s 20 0 0.3 HCM LOS C Minor Lane/Major Mvmt NBT SBL SBT Capacity (veh/h) - - 225 385 814 - HCM Lane V/C Ratio - - 0.209 0.173 0.033 - HCM Control Delay - - 25.2 16.3 9.6 - HCM Lane LOS - - D C A - HCM 95th %tile Q(veh) - - 0.8 0.6 0.1 - U - 30 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM EZ.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Existing Zoning Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 455 866 333 90 417 203 284 706 127 154 427 115 Future Volume (vph) 455 866 333 90 417 203 284 706 127 154 427 115 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 590 0 285 0 205 0 140 0 Storage Lanes 1 0 1 0 2 1 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 0.97 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 Frt 0.958 0.951 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3370 0 1770 3366 0 3433 1863 1583 1770 1863 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3370 0 1770 3366 0 3433 1863 1583 1770 1863 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 51 59 95 55 Link Speed (mph) 30 30 30 30 Link Distance (ft) 930 1248 851 779 Travel Time 21.1 28.4 19.3 17.7 Confl. Bikes 2 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 464 884 340 92 426 207 290 720 130 157 436 117 Shared Lane Traffic Lane Group Flow (vph) 464 1224 0 92 633 0 290 720 130 157 436 117 Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA pm+ov Protected Phases 7 4 3 8 5 2 3 1 6 7 Permitted Phases 2 6 Detector Phase 7 4 3 8 5 2 3 1 6 7 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 9.5 22.5 9.5 22.5 9.5 9.5 22.5 9.5 Total Split 33.4 45.7 11.4 23.7 19.0 47.9 11.4 15.0 43.9 33.4 Total Split 27.8% 38.1% 9.5% 19.8% 15.8% 39.9% 9.5% 12.5% 36.6% 27.8% Maximum Green 28.9 41.2 6.9 19.2 14.5 43.4 6.9 10.5 39.4 28.9 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max None None Max None Walk Time 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 Act Effct Green 28.9 41.2 6.9 19.2 13.7 43.4 54.8 10.5 40.2 73.6 Actuated g/C Ratio 0.24 0.34 0.06 0.16 0.11 0.36 0.46 0.09 0.34 0.61 v/c Ratio 1.09 1.03 0.91 1.08 0.74 1.07 0.17 1.02 0.70 0.12 Control Delay 112.9 71.1 124.5 102.6 63.5 92.2 6.8 131.9 42.0 5.7 U - 31 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM EZ.syn 1: SR-202 & NE 124th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Existing Zoning Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 112.9 71.1 124.5 102.6 63.5 92.2 6.8 131.9 42.0 5.7 LOS F E F F E F A F D A Approach Delay 82.6 105.4 75.2 55.9 Approach LOS F F E E Queue Length 50th (ft) ~404 ~518 72 ~266 112 ~618 15 ~126 295 18 Queue Length 95th (ft) #611 #657 #176 #387 160 #853 51 #267 417 43 Internal Link Dist (ft) 850 1168 771 699 Turn Bay Length (ft) 590 285 205 140 Base Capacity (vph) 426 1190 101 588 414 673 774 154 624 991 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.09 1.03 0.91 1.08 0.70 1.07 0.17 1.02 0.70 0.12 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.09 Intersection Signal Delay: 80.0 Intersection LOS: F Intersection Capacity Utilization 103.9% ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: SR-202 & NE 124th St U - 32 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM EZ.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Existing Zoning Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 96 277 873 155 269 575 Future Volume (vph) 96 277 873 155 269 575 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 75 0 300 100 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1863 1583 1770 1863 Flt Permitted 0.950 0.250 Satd. Flow (perm) 1765 1583 1863 1583 466 1863 Right Turn on Red Yes Yes Satd. Flow (RTOR) 203 160 Link Speed (mph) 30 30 30 Link Distance (ft) 1132 2212 1750 Travel Time 25.7 50.3 39.8 Confl. Peds. 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 99 286 900 160 277 593 Shared Lane Traffic Lane Group Flow (vph) 99 286 900 160 277 593 Turn Type Prot Perm NA Perm Perm NA Protected Phases 8 2 6 Permitted Phases 8 2 6 Detector Phase 8 8 2 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 22.5 Total Split 22.5 22.5 67.5 67.5 67.5 67.5 Total Split 25.0% 25.0% 75.0% 75.0% 75.0% 75.0% Maximum Green 18.0 18.0 63.0 63.0 63.0 63.0 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min Min Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 Act Effct Green 11.2 11.2 64.1 64.1 64.1 64.1 Actuated g/C Ratio 0.13 0.13 0.76 0.76 0.76 0.76 v/c Ratio 0.42 0.74 0.64 0.13 0.78 0.42 Control Delay 38.3 23.2 8.1 0.9 27.1 5.2 U - 33 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM EZ.syn 2: SR-202 & NE 116th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Existing Zoning Lane Group WBL WBR NBT NBR SBL SBT Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.3 23.2 8.1 0.9 27.1 5.2 LOS D C A A C A Approach Delay 27.1 7.0 12.2 Approach LOS C A B Queue Length 50th (ft) 48 40 160 0 63 80 Queue Length 95th (ft) 94 121 385 16 #289 188 Internal Link Dist (ft) 1052 2132 1670 Turn Bay Length (ft) 75 300 100 Base Capacity (vph) [PHONE REDACTED] 1241 354 1416 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.26 0.57 0.64 0.13 0.78 0.42 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 84.3 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 12.3 Intersection LOS: B Intersection Capacity Utilization 77.4% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: SR-202 & NE 116th St U - 34 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM EZ.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Existing Zoning Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 16 78 55 74 46 107 42 909 87 77 571 23 Future Volume (vph) 16 78 55 74 46 107 42 909 87 77 571 23 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 90 95 0 90 0 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 1.00 0.98 1.00 Frt 0.950 0.850 0.987 0.994 Flt Protected 0.995 0.970 0.950 0.950 Satd. Flow (prot) 0 1739 0 0 1807 1583 1770 1835 0 1770 1852 0 Flt Permitted 0.995 0.970 0.285 0.074 Satd. Flow (perm) 0 1739 0 0 1799 1548 531 1835 0 138 1852 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 23 110 6 2 Link Speed (mph) 30 30 30 30 Link Distance (ft) 193 [PHONE REDACTED] Travel Time 4.4 5.2 21.7 50.3 Confl. Peds. 3 3 1 1 Confl. Bikes 2 1 2 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 16 80 57 76 47 110 43 937 90 79 589 24 Shared Lane Traffic Lane Group Flow (vph) 0 153 0 0 123 110 43 1027 0 79 613 0 Turn Type Split NA Split NA Perm pm+pt NA pm+pt NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 4 4 8 8 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split 22.5 22.5 22.5 22.5 22.5 9.6 55.5 9.5 55.4 Total Split 20.5% 20.5% 20.5% 20.5% 20.5% 8.7% 50.5% 8.6% 50.4% Maximum Green 18.0 18.0 18.0 18.0 18.0 5.1 51.0 5.0 50.9 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Min None Min Walk Time 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 0 0 Act Effct Green 12.5 12.0 12.0 55.7 51.8 56.5 53.7 Actuated g/C Ratio 0.13 0.12 0.12 0.57 0.53 0.58 0.55 v/c Ratio 0.63 0.55 0.38 0.12 1.05 0.48 0.60 U - 35 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM EZ.syn 3: SR-202 & 154th Place NE/NE 109th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Existing Zoning Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 47.0 51.3 12.1 10.3 67.7 21.7 20.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.0 51.3 12.1 10.3 67.7 21.7 20.4 LOS D D B B E C C Approach Delay 47.0 32.8 65.4 20.5 Approach LOS D C E C Queue Length 50th (ft) 78 74 0 10 ~726 18 265 Queue Length 95th (ft) 151 138 49 30 #1131 #58 471 Internal Link Dist (ft) 113 [PHONE REDACTED] Turn Bay Length (ft) 90 95 90 Base Capacity (vph) 344 338 379 370 [PHONE REDACTED] Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.44 0.36 0.29 0.12 1.05 0.48 0.60 Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 97.2 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.05 Intersection Signal Delay: 46.1 Intersection LOS: D Intersection Capacity Utilization 88.0% ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: SR-202 & 154th Place NE/NE 109th St U - 36 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM EZ.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Existing Zoning Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 792 117 95 550 363 363 Future Volume (vph) 792 117 95 550 363 363 Ideal Flow 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 110 120 135 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.96 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.262 Satd. Flow (perm) 1770 1521 488 1863 1863 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 66 352 Link Speed (mph) 30 30 30 Link Distance (ft) 217 641 473 Travel Time 4.9 14.6 10.8 Confl. Peds. 7 Confl. Bikes 3 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 825 122 99 573 378 378 Shared Lane Traffic Lane Group Flow (vph) 825 122 99 573 378 378 Turn Type Prot Perm pm+pt NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 2 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 22.5 22.5 9.5 22.5 22.5 22.5 Total Split 51.0 51.0 10.0 39.0 29.0 29.0 Total Split 56.7% 56.7% 11.1% 43.3% 32.2% 32.2% Maximum Green 46.5 46.5 5.5 34.5 24.5 24.5 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None Max Max Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 42.8 42.8 34.7 34.7 26.9 26.9 Actuated g/C Ratio 0.49 0.49 0.40 0.40 0.31 0.31 v/c Ratio 0.94 0.16 0.36 0.77 0.65 0.51 U - 37 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM EZ.syn 4: SR-202 & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Existing Zoning Lane Group EBL EBR NBL NBT SBT SBR Control Delay 41.0 6.4 21.8 32.0 34.7 6.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 41.0 6.4 21.8 32.0 34.7 6.9 LOS D A C C C A Approach Delay 36.5 30.5 20.8 Approach LOS D C C Queue Length 50th (ft) 403 15 36 285 196 11 Queue Length 95th (ft) #663 42 70 #458 #321 83 Internal Link Dist (ft) 137 561 393 Turn Bay Length (ft) 110 120 135 Base Capacity (vph) 955 851 277 746 579 734 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.86 0.14 0.36 0.77 0.65 0.51 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 86.5 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay: 29.8 Intersection LOS: C Intersection Capacity Utilization 80.3% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SR-202 & NE 90th St U - 38 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM EZ.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Existing Zoning Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 110 692 238 60 273 34 126 78 148 32 61 46 Future Volume (vph) 110 692 238 60 273 34 126 78 148 32 61 46 Ideal Flow 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 80 0 80 0 115 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 0.96 1.00 0.95 0.96 0.98 0.96 Frt 0.850 0.983 0.902 0.936 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1787 1881 1599 1787 1841 0 1787 1635 0 1787 1698 0 Flt Permitted 0.454 0.109 0.607 0.545 Satd. Flow (perm) 846 1881 1533 205 1841 0 1080 1635 0 1004 1698 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 256 9 98 38 Link Speed (mph) 30 30 30 30 Link Distance (ft) 629 430 546 516 Travel Time 14.3 9.8 12.4 11.7 Confl. Peds. 7 8 8 7 26 14 14 26 Confl. Bikes 2 1 1 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% Adj. Flow (vph) 118 744 256 65 294 37 135 84 159 34 66 49 Shared Lane Traffic Lane Group Flow (vph) 118 744 256 65 331 0 135 243 0 34 115 0 Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split 9.9 46.0 46.0 9.5 45.6 10.0 25.0 9.5 24.5 Total Split 11.0% 51.1% 51.1% 10.6% 50.7% 11.1% 27.8% 10.6% 27.2% Maximum Green 5.4 41.5 41.5 5.0 41.1 5.5 20.5 5.0 20.0 Yellow Time 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max None Max Walk Time 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls 0 0 0 0 0 Act Effct Green 41.2 37.1 37.1 40.6 36.8 28.3 25.2 25.4 20.4 Actuated g/C Ratio 0.49 0.44 0.44 0.48 0.44 0.34 0.30 0.30 0.24 U - 39 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM EZ.syn 5: 160th Ave NE & NE 90th St Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Existing Zoning Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.25 0.90 0.31 0.34 0.41 0.33 0.43 0.10 0.26 Control Delay 10.7 37.0 3.1 13.8 17.6 24.3 20.1 21.2 22.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.7 37.0 3.1 13.8 17.6 24.3 20.1 21.2 22.0 LOS B D A B B C C C C Approach Delay 26.5 16.9 21.6 21.9 Approach LOS C B C C Queue Length 50th (ft) 29 364 0 16 117 55 70 13 36 Queue Length 95th (ft) 54 #587 40 33 183 99 146 34 82 Internal Link Dist (ft) 549 350 466 436 Turn Bay Length (ft) 200 80 80 115 Base Capacity (vph) 476 945 897 194 921 411 559 351 439 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.25 0.79 0.29 0.34 0.36 0.33 0.43 0.10 0.26 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 84 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 23.4 Intersection LOS: C Intersection Capacity Utilization 77.6% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 5: 160th Ave NE & NE 90th St U - 40 ATTACHMENT 15 ---PAGE BREAK--- H:\2014\14-119\CUP PM EZ.syn 6: SR-202 & Combined Access Willows Preparatory School (14-119) GTC (MJP) Future With 2022 - PM Existing Zoning Intersection Int Delay, s/veh 1.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 29 31 1106 44 24 832 Future Vol, veh/h 29 31 1106 44 24 832 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 - 100 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 50 50 98 98 92 92 Heavy Vehicles, % 0 0 1 1 2 2 Mvmt Flow 58 62 1129 45 26 904 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2086 1129 0 0 1129 0 Stage 1 1129 - - - - - Stage 2 957 - - - - - Critical Hdwy 6.4 6.2 - - 4.12 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.218 - Pot Cap-1 Maneuver 59 251 - - 619 - Stage 1 312 - - - - - Stage 2 376 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 57 251 - - 619 - Mov Cap-2 Maneuver 178 - - - - - Stage 1 312 - - - - - Stage 2 360 - - - - - Approach WB NB SB HCM Control Delay, s 29.2 0 0.3 HCM LOS D Minor Lane/Major Mvmt NBT SBL SBT Capacity (veh/h) - - 178 251 619 - HCM Lane V/C Ratio - - 0.326 0.247 0.042 - HCM Control Delay - - 34.7 24 11.1 - HCM Lane LOS - - D C B - HCM 95th %tile Q(veh) - - 1.3 0.9 0.1 - Notes Volume exceeds capacity Delay exceeds 300s Computation Not Defined All major volume in platoon U - 41 ATTACHMENT 15

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