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HomeMy WebLinkAboutSPRADLEY BARR REDEVELOPMENT - PDP - PDP180010 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYDELICH Drake Redevelopment TIS, July 2018 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pederstrian Facilities ..................................................................................................... 10 Bicycle Facilities ............................................................................................................ 10 Transit Facilities ............................................................................................................ 10 III. PROPOSED DEVELOPMENT ............................................................................... 11 Trip Generation ............................................................................................................. 11 Trip Distribution ............................................................................................................. 11 Trip Assignment ............................................................................................................ 14 Background Traffic Projections ..................................................................................... 14 Total Traffic Forecasts ................................................................................................... 14 Signal Warrants ............................................................................................................. 14 Operation Analysis ........................................................................................................ 14 Queuing Analysis .......................................................................................................... 20 Geometry ...................................................................................................................... 32 Accidents ....................................................................................................................... 32 Pedestrian Level of Service ........................................................................................... 35 Bicycle Level of Service ................................................................................................ 36 Transit Level of Service ................................................................................................. 36 IV. CONCLUSIONS .................................................................................................... 37 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 11 3. Short Range (2023) Background Peak Hour Operation ......................................... 21 4. Long Range (2040) Background Peak Hour Operation ........................................... 23 5. Short Range (2023) Total Peak Hour Operation ..................................................... 25 6. Long Range (2040) Total Peak Hour Operation ...................................................... 30 7. Queuing Analysis .................................................................................................... 31 DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Geometry ..................................................................................................... 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Averaged/Balanced Recent Peak Hour Traffic .......................................................... 7 5. Site Plan .................................................................................................................. 12 6. Trip Distribution ....................................................................................................... 13 7. Site Generated Peak Hour Traffic ........................................................................... 15 8. Short Range (2023) Background Peak Hour Traffic ................................................ 16 9. Long Range (2040) Background Peak Hour Traffic................................................. 17 10. Short Range (2023) Total Peak Hour Traffic ........................................................... 18 11. Long Range (2040) Total Peak Hour Traffic ............................................................ 19 12. Short Range (2023) Geometry ................................................................................ 33 13. Long Range (2040) Geometry ................................................................................. 34 APPENDICES A. Base Assumptions Form B. Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins Motor Vehicle LOS Standards (Intersections) D. Short Range (2023) Background Peak Hour Operation E. Long Range (2040) Background Peak Hour Operation F. Short Range (2023) Total Peak Hour Operation G. Long Range (2040) Total Peak Hour Operation H. Pedestrian/Bicycle Level of Service Worksheets DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 1 I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements for the proposed Drake Redevelopment project. The proposed Drake Redevelopment site is located in the southwest quadrant of the College/Drake intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project developer (Brinkman), the project planning consultant (Russell+Mills), the project engineering consultant (Northern Engineering), and Fort Collins Traffic Operations. The Transportation Impact Study Base Assumptions form and related documents are provided in Appendix A. This study generally conforms to the format set forth in the Fort Collins TIS Guidelines in the “Larimer County Urban Area Street Standards” (LCUASS). The study involved the following steps: - Collect physical, traffic, and development data; - Perform trip generation, trip distribution, and trip assignment; - Determine peak hour traffic volumes; - Conduct capacity and operational level of service analyses on key intersections; - Analyze signal warrants; - Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Drake Redevelopment site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily commercial. The center of Fort Collins lies to the north of the proposed Drake Redevelopment site. Streets The primary streets near the Drake Redevelopment site are College Avenue, Drake Road, McClelland Drive, and Thunderbird Drive. Figure 2 shows a schematic of the existing geometry at the College/Drake, Drake/SpradleyBarr-Kmart Access, Drake/ McClelland, Drake/Redwing-Bay, College/Thunderbird, and McClelland/Thunderbird intersections. College Avenue is to the east of (adjacent to) the Drake Redevelopment site. It is a north-south street designated as a six-lane arterial street on the Fort Collins Master Street Plan. Currently, College Avenue has a six-lane cross section (with center median) in the area of the Drake Redevelopment site. The posted speed on College Avenue is 40 mph. At the College/Drake intersection, College Avenue has dual northbound and southbound left-turn lanes, three through lanes in each direction, and northbound and southbound right-turn lanes. The College/Drake intersection has signal control. At the College/Thunderbird intersection, College Avenue has northbound and southbound left-turn lanes and three through lanes in each direction. The College/ Thunderbird intersection has stop sign control on Thunderbird Drive. The College/ Thunderbird intersection allows right-in/right-out/left-in movements. Drake Road is to the north of (adjacent to) the Drake Redevelopment site. It is an east-west street designated as a four-lane arterial street on the Fort Collins Master Street Plan. Currently, Drake Road has a four-lane cross section (with a center lane) with an existing speed limit of 35 mph. At the College/Drake intersection, Drake Road has eastbound and westbound left-turn lanes, two through lanes in each direction, and eastbound and westbound right-turn lane. At the Drake/SpradleyBarr-Kmart Access intersection, Drake Road has eastbound and westbound left-turn lanes and two through lanes in each direction. The Drake/SpradleyBarr-Kmart Access intersection has stop sign control on the Kmart Access-Site Access. At the Drake/McClelland and Drake/ Redwing-Bay intersections, Drake Road has westbound left-turn lanes and two through lanes in each direction. Spring Creek Trail Mason Trail Drake College McClelland Swallow Redwing Harvard Thunderbird SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Drake Redevelopment TIS, July 2018 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Drake Redevelopment TIS, July 2018 Page 4 Drake College Spradley-Barr Kmart Access Redwing Bay Thunderbird McClelland Mason Corridor STOP STOP STOP STOP STOP STOP - Denotes Lane Bus Only Bus Only DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 5 McClelland Avenue is to the west of (adjacent to) the Drake Redevelopment site. It is a north-south street designated as a collector street on the Fort Collins Master Street Plan. Currently, McClelland Avenue has a two-lane cross section (no center median) in the area of the Drake Redevelopment site. The posted speed on McClelland Avenue is 30 mph. At the Drake/McClelland intersection, McClelland Avenue has a northbound left-turn lane, one through lane in each direction, and a northbound right- turn lane. The north leg of this intersection is the Mason Corridor Transit Way. The Drake/McClelland intersection has signal control. At the Drake/Redwing-Bay intersection, Redwing Road has a northbound left-turn lane and a northbound right-turn lane. The north leg (Bay Road) allows only right-in/right-out movements and has stop sign control on Bay Road. The Drake/Redwing intersection has signal control. Thunderbird Drive is to the south of (adjacent to) the Drake Redevelopment site. It is an east-west street designated as a local street on the Fort Collins Master Street Plan. Currently, Thunderbird Drive has a two-lane cross section (no center lane). Existing Traffic Recent peak hour traffic volumes at the College/Drake, Drake/SpradleyBarr- Kmart Access, Drake/McClelland, Drake/Redwing-Bay, College/Thunderbird, and McClelland/Thunderbird intersections are shown in Figure 3. The counts at the College/ Drake intersection were obtained in March 2016 by the City of Fort Collins. The counts at the Drake/McClelland and Drake/Redwing-Bay intersections were obtained in March 2017 by the City of Fort Collins. The counts at the Drake/SpradleyBarr-Kmart Access, College/Thunderbird, and McClelland/Thunderbird intersections were obtained in December 2017. Raw traffic count data is provided in Appendix B. Since counts were obtained on different days and times of the year, the volumes were averaged/balanced between the intersections and are shown in Figure 4. Existing Operation The College/Drake, Drake/SpradleyBarr-Kmart Access, Drake/McClelland, Drake/Redwing-Bay, College/Thunderbird, and McClelland/Thunderbird intersections were evaluated and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The College/Drake, Drake/SpradleyBarr-Kmart Access, Drake/McClelland, Drake/Redwing-Bay, College/Thunderbird, and McClelland/ Thunderbird intersections currently meet the Fort Collins operational criteria with existing control, signal timing. and geometry. The existing signal timing was used. The intersection was evaluated using techniques provided in the 2010 Highway Capacity Manual. A description of level of service for signalized and unsignalized intersections from the 2010 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. At signalized intersections, acceptable operation is considered to be at level of service D overall and level of service E for any approach leg or movement. Acceptable operation is considered AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Drake Redevelopment TIS, July 2018 Page 6 Drake 202/329 1148/1296 127/149 181/380 758/1624 102/262 218/242 599/677 129/276 249/197 647/738 113/183 College 55/140 0/0 3/18 64/37 995/1191 9/8 0/0 Kmart Access 0/0 7/12 121/139 842/1136 2/1 Spradley-Barr Redwing Bay Thunderbird 20/22 1548/1754 0/27 22/74 1006/1885 27/53 8/46 32/62 McClelland 129/173 7/21 94/127 10/35 35/105 3/41 Mason Corridor 7/6 89/114 6/8 63/123 934/1067 68/102 842/1265 29/44 6/32 29/101 AM/PM AVERAGED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Drake Redevelopment TIS, July 2018 Page 7 Drake 202/312 1195/1324 132/152 175/347 788/1599 102/262 205/230 565/648 121/262 249/197 623/661 117/180 College 51/140 0/0 3/18 64/40 927/1272 9/8 0/0 Kmart Access 0/0 7/12 121/135 881/1110 2/1 Spradley-Barr Redwing Bay Thunderbird 20/22 1497/1727 0/27 22/75 977/1912 27/54 8/46 32/62 McClelland 130/166 7/21 95/123 10/35 35/100 3/41 Mason Corridor 7/6 91/124 6/8 64/132 940/1114 67/106 948/1381 32/47 6/32 DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM College/Drake (signal) EB LT C E EB T C E EB RT C D EB APPROACH C E WB LT C D WB T D E WB RT C D WB APPROACH D E NB LT D E NB T C C NB RT C C NB APPROACH C C SB LT D E SB T C C SB RT C C SB APPROACH C D OVERALL D D Drake/SpradleyBarr-Kmart Access (stop sign) NB LT/T/RT B B SB LT/T/RT C F EB LT B B WB LT B B OVERALL A B Drake/McClelland (signal) EB T C B EB T/RT C B EB APPROACH C B WB LT B B WB T A A WB APPROACH A A NB LT D E NB T D D NB RT A A NB APPROACH D E SB T E E OVERALL C B Continued on next page DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 9 Continued from previous page TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Drake/Redwing-Bay (signal) EB T A A EB T/RT A A EB APPROACH A A WB LT A A WB T A A WB T/RT A A WB APPROACH A A NB LT E E NB RT A E NB APPROACH E E SB RT A A OVERALL A A College/Thunderbird (RT-in/RT-out/LT-in) EB RT B D WB RT C D NB LT C E SB LT D E OVERALL A A McClelland/Thunderbird (stop sign) WB LT/RT A B SB LT/T A A OVERALL A A DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 10 to be at level of service D overall and level of service F for any approach leg at collector/ local stop sign controlled intersections. It is important to note that an eastbound right- turn lane is warranted at the Drake/McClelland intersection with the existing peak hour volumes. Given the railroad crossing just west of the Drake/McClelland intersection, it is doubtful that this eastbound right-turn lane would be built. In addition to this, a westbound right-turn lane is warranted at the Drake/SpradleyBarr-Kmart Access intersection with the existing peak hour volumes. This right-turn lane has no “nexus” to the Drake Redevelopment. Pedestrian Facilities There are sidewalks along all streets in the area of the Drake Redevelopment site. Bicycle Facilities There are no bicycle lanes along College Avenue. There are bicycle lanes along Drake Road and McClelland Drive. Transit Facilities Currently, this area of Fort Collins is served by Transfort Route 7 and the MAX Service. DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 11 III. PROPOSED DEVELOPMENT The proposed Drake Redevelopment will consist of approximately 27,200 square feet of retail, a hotel, and 192 apartment dwelling units. Figure 5 shows a site plan of the proposed Drake Redevelopment site. The short range analysis (Year 2023) includes development of the Drake Redevelopment site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The long range analysis year is considered to be 2040 and includes full development of the Drake Redevelopment site. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 10 th Edition, ITE was used to estimate the trips that would be generated by the proposed/expected uses at the Drake Redevelopment site. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation for the Drake Redevelopment site on a daily and peak hour basis. The trip generation for full development of the Drake Redevelopment site resulted in 2,772 daily trip ends, 140 morning peak hour trip ends, and 238 afternoon peak hour trip ends. Passby trips were calculated using the Trip Generation Handbook, 3 rd Edition, ITE. TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 820 Retail 27.2 KSF 37.75 1026 0.58 16 0.36 10 1.83 50 1.98 54 310 Hotel 100 Rooms EQ 702 EQ 27 EQ 18 EQ 25 EQ 24 221 Low-Rise Apartment 192 D.U. 5.44 1044 0.09 17 0.27 52 0.27 52 0.17 33 Total 2772 60 80 127 111 Trip Distribution Trip distribution for the Drake Redevelopment site was based on existing/ future travel patterns, land uses in the area, consideration of trip attractions/productions in Fort Collins, and engineering judgment. Figure 6 shows the trip distribution for the short range (2023) and long range (2040) analysis futures. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. SCALE: 1"=100' SITE PLAN Figure 5 DELICH ASSOCIATES Drake Redevelopment TIS, July 2018 Page 12 Drake College McClelland Redwing Harvard Thunderbird 20%/15% 25%/20% 20%/25% 25%/30% 10%/10% Commercial/Residential SCALE: 1"=300' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Drake Redevelopment TIS, July 2018 Page 13 DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 14 Trip Assignment Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Figure 7 shows the site generated peak hour traffic assignment. Background Traffic Projections Figures 8 and 9 show the respective short range (2023) and long range (2040) background traffic projections. The short range (2023) background traffic was developed by factoring the volumes on all streets by approximately 0.5 percent per year. Historic traffic counts at the College/Drake, Drake/McClelland, and Drake/ Redwing-Bay intersections indicated that traffic volumes have been stable for the past five years. In fact, a count from 2002 at the College/Drake intersection indicated higher traffic volumes on all legs. The current site traffic produced by the existing Spradley- Barr Car Dealership was subtracted from the background traffic forecasts. In the long range (2040) future, it was assumed that the former Kmart site to the north would be developed. Total Traffic Forecasts Figures 10 and 11 show the respective short range (2023) and long range (2040) total (site plus background) peak hour traffic. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices. The College/Drake, Drake/McClelland, and Drake/Redwing-Bay intersections are currently signalized. The various stop sign controlled intersections will not warrant signals in the future, nor do they meet the signal spacing criterion. Operation Analysis Operation analyses were performed at the College/Drake, Drake/Kmart-Site Access, Drake/McClelland, Drake/Redwing-Bay, College/RT Access, College/ Thunderbird, Thunderbird/Site Access, McClelland/Thunderbird, McClelland/Site Access, and McClelland/RT Access intersections. The operations analyses were conducted for the short range and long range futures, reflecting year 2023 and 2040 conditions, respectively. The long range (2040) analyses are provided for informational purposes. As mentioned earlier, an eastbound right-turn lane is warranted at the Drake/ McClelland intersection with the existing peak hour volumes. In addition to this, a westbound right-turn lane is warranted at the Drake/SpradleyBarr-Kmart Access intersection with the existing peak hour volumes. AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Drake Redevelopment TIS, July 2018 Page 15 Drake -1/-5 1/3 16/29 24/31 16/21 1/2 11/21 College Site Access Kmart Access Redwing Bay Thunderbird 27/51 0/-4 -1/-5 6/17 3/6 14/10 15/29 1/4 1/0 Site Access 4/15 3/5 4/15 18/12 4/15 3/5 3/9 18/12 5/3 Site Access RT Access RT Access 15/31 -1/-5 14/10 McClelland 5/10 1/0 5/3 1/4 3/6 Mason Corridor 12/16 10/18 0/-4 2/9 8/12 2/6 12/20 10/7 2/5 10/4 AM/PM SHORT RANGE (2023) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Drake Redevelopment TIS, July 2018 Page 16 Drake 205/316 1225/1357 135/156 178/351 802/1635 105/269 209/233 577/655 124/265 255/202 632/669 119/184 College Kmart Access Redwing Bay Thunderbird 17/21 1533/1767 0/27 18/74 1000/1956 27/54 7/44 32/62 McClelland 128/165 6/21 98/125 9/34 35/100 3/40 Mason Corridor 7/6 91/122 6/8 66/135 965/1138 67/105 970/1406 33/48 6/33 30/103 1/5 1002/1140 9/4 17/3 961/1469 83/56 52/143 3/18 66/41 949/1295 124/138 LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Drake Redevelopment TIS, July 2018 Page 17 Drake College Kmart Access Redwing Bay Thunderbird McClelland Mason Corridor 105/175 20/35 80/135 1035/1425 125/195 980/1245 225/370 1340/1490 150/170 195/410 890/1790 120/295 230/260 635/725 135/295 280/220 695/780 130/200 25/25 1680/1965 5/30 25/80 1100/2155 30/55 10/50 35/65 145/185 10/25 105/140 15/40 40/110 5/45 10/10 105/140 10/10 70/150 1035/1290 75/115 1120/1570 35/55 10/35 30/105 5/5 1080/1300 10/5 20/5 1120/1645 85/60 AM/PM SHORT RANGE (2023) TOTAL PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Drake Redevelopment TIS, July 2018 Page 18 Drake College 52/143 3/18 66/41 951/1300 30/48 Kmart Access 124/138 917/1139 8/15 Site Access Redwing Bay Thunderbird 27/51 1045/2080 1564/1824 6/17 3/6 14/10 15/29 39/144 1/0 15/55 Site Access 4/15 3/5 181/277 111/174 107/159 4/15 166/270 3/9 18/12 5/3 Site Access RT Access RT Access McClelland Mason Corridor 205/316 1224/1352 135/156 179/354 818/1664 105/269 233/264 593/676 124/265 255/202 633/671 130/205 32/52 1532/1762 0/27 LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Drake Redevelopment TIS, July 2018 Page 19 Drake College Site Access Kmart Access Redwing Bay Thunderbird 30/50 1155/2285 1720/2030 5/20 5/5 15/10 15/30 45/160 NOM 25/65 Site Access 5/15 5/5 200/310 125/195 120/180 5/15 185/300 5/10 20/15 5/5 Site Access RT Access RT Access McClelland Mason Corridor 225/370 1340/1485 150/170 195/415 905/1820 120/295 255/290 650/750 135/295 280/220 695/780 140/220 40/55 1680/1960 5/30 25/85 1105/2165 30/55 25/60 35/65 150/195 10/25 110/145 15/40 DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 20 Using the traffic volumes shown in Figure 8, the College/Drake, Drake/Kmart Access, Drake/McClelland, Drake/Redwing-Bay, College/Thunderbird, and McClelland/ Thunderbird intersections operate in the short range (2023) background traffic future as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. The key intersections will meet the Fort Collins operational criteria operate acceptably during the peak hours with existing control, signal timing, and geometry. The signal timing in the afternoon peak hour at the College/Drake intersection was adjusted to improve the operation of some movements. This will be necessary when the Drake Redevelopment traffic is added. Using the traffic volumes shown in Figure 9, the College/Drake, Drake/Kmart Access, Drake/McClelland, Drake/Redwing-Bay, College/Thunderbird, and McClelland/ Thunderbird intersections operate in the long range (2040) background traffic future as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. Table 5 shows the short range (2023) total peak hour operation at the College/ Drake, Drake/Kmart-Site Access, Drake/McClelland, Drake/Redwing-Bay, College/RT Access, College/Thunderbird, Thunderbird/Site Access, McClelland/Thunderbird, McClelland/Site Access, and McClelland/RT Access intersections (Figure 10). The key intersections will meet the Fort Collins operational criteria during the peak hours with existing control, signal timing, and geometry. The signal timing in the afternoon peak hour was adjusted to improve the operation of some movements. Calculation forms for these analyses are provided in Appendix F. Also shown on Table 5 is the operation of the College/Drake intersection with dual eastbound left-turn lanes. The analyses were performed with protected only left turns on all legs and with protected/permissive westbound left turns, since the westbound left-turn lane is a single lane. Using the traffic volumes shown in Figure 11, the College/Drake, Drake/Kmart-Site Access, Drake/McClelland, Drake/Redwing-Bay, College/RT Access, College/ Thunderbird, Thunderbird/Site Access, McClelland/Thunderbird, McClelland/Site Access, and McClelland/RT Access intersections operate in the long range (2040) total traffic future as indicated in Table 6. Calculation forms for these analyses are provided in Appendix G. Queuing Analysis A queuing analysis was conducted at the College/Drake, Drake/McClelland, and Drake/Redwing-Bay intersections. The results of the queuing analysis are shown in Table 7. The calculated queue lengths are from the Synchro operational analyses contained in Appendix F and G. Currently, the eastbound left-turn lane at the College/ Drake intersection is approximately 225 feet long with a bay taper of approximately 60 feet. The westbound left-turn lane at the Drake/Kmart-Site Access intersection is approximately 40 feet long with the coincidental bay taper. However, this intersection will be changed to right-in/right-out on the Site Access. Therefore, the eastbound left-turn lane at the College/Drake intersection can be increased in length by approximately 50 feet (lane DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 21 TABLE 3 Short Range (2023) Background Peak Hour Operation Intersection Movement Level of Service AM PM PM Adjusted Timing College/Drake (signal) EB LT C E D EB T C E D EB RT B D D EB APPROACH C E D WB LT C D D WB T D E E WB RT C D D WB APPROACH D E E NB LT D E E NB T C C C NB RT C C C NB APPROACH C C D SB LT D E E SB T C D D SB RT C C C SB APPROACH C D D OVERALL C D D Drake/Kmart Access (stop sign) SB LT/RT C F - EB LT B B - OVERALL A B - Drake/McClelland (signal) EB T C B - EB T/RT C B - EB APPROACH C B - WB LT B B - WB T A A - WB APPROACH A A - NB LT D E - NB T D D - NB RT A A - NB APPROACH D E - SB T E E - OVERALL C B - Continued on next page DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 22 Continued from previous page TABLE 3 Short Range (2023) Background Peak Hour Operation Intersection Movement Level of Service AM PM Drake/Redwing-Bay (signal) EB T A A EB T/RT A A EB APPROACH A A WB LT A A WB T A A WB T/RT A A WB APPROACH A A NB LT E E NB RT A E NB APPROACH E E SB RT A A OVERALL A A College/Thunderbird (RT-in/RT-out/LT-in) EB RT B D WB RT C D NB LT C F SB LT D E OVERALL A A McClelland/Thunderbird (stop sign) WB LT/RT A B SB LT/T A A OVERALL A A DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 23 TABLE 4 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service AM PM College/Drake (signal) (Dual LT Lanes on all legs) EB LT E E EB T D D EB RT D D EB APPROACH D D WB LT D E WB T D D WB RT C C WB APPROACH D E NB LT D E NB T C D NB RT B C NB APPROACH C D SB LT D E SB T C D SB RT C C SB APPROACH C D OVERALL D D Drake/Kmart Access (stop sign) SB LT/RT F F EB LT B C OVERALL A F Drake/McClelland (signal) EB T C A EB T/RT C B EB APPROACH C B WB LT B B WB T A A WB APPROACH A A NB LT D E NB T D D NB RT A A NB APPROACH D E SB T E E OVERALL B A Continued on next page DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 24 Continued from previous page TABLE 4 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service AM PM Drake/Redwing-Bay (signal) EB T A A EB T/RT A A EB APPROACH A A WB LT A A WB T A A WB T/RT A A WB APPROACH A A NB LT E E NB RT A E NB APPROACH E E SB RT A A OVERALL A A College/Thunderbird (RT-in/RT-out/LT-in) EB RT B E WB RT C D NB LT C F SB LT D F OVERALL A A McClelland/Thunderbird (stop sign) WB LT/RT A B SB LT/T A A OVERALL A A DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 25 TABLE 5 Short Range (2023) Total Peak Hour Operation Intersection Movement Level of Service AM PM College/Drake (signal) (existing geometry) EB LT C E EB T C D EB RT B D EB APPROACH C D WB LT C D WB T D E WB RT C D WB APPROACH D E NB LT D E NB T C C NB RT C C NB APPROACH C D SB LT D E SB T C D SB RT C C SB APPROACH C D OVERALL C D Continued on next page DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 26 Continued from previous page TABLE 5 Short Range (2023) Total Peak Hour Operation Intersection Movement Level of Service AM PM College/Drake (signal) (Dual EB LT Lanes with Protected left turns on all legs) EB LT D E EB T D E EB RT C D EB APPROACH D E WB LT E E WB T D D WB RT C C WB APPROACH D D NB LT D E NB T C C NB RT C C NB APPROACH C D SB LT D E SB T C D SB RT C C SB APPROACH C D OVERALL D D College/Drake (signal) (Dual EB LT Lanes with Permissive WB left turns) EB LT E E EB T C D EB RT A D EB APPROACH D D WB LT C E WB T D D WB RT C D WB APPROACH D D NB LT D E NB T C C NB RT C C NB APPROACH C D SB LT D E SB T C D SB RT C C SB APPROACH C D OVERALL D D Continued on next page DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 27 Continued from previous page TABLE 5 Short Range (2023) Total Peak Hour Operation Intersection Movement Level of Service AM PM Drake/Kmart-Site Access (stop sign) NB RT B B SB LT/RT C F EB LT B C OVERALL A C Drake/McClelland (signal) EB T C B EB T/RT C B EB APPROACH C B WB LT B B WB T A A WB APPROACH A A NB LT D E NB T D D NB RT A A NB APPROACH D E SB T E E OVERALL C B Drake/Redwing-Bay (signal) EB T A A EB T/RT A A EB APPROACH A A WB LT A A WB T A A WB T/RT A A WB APPROACH A A NB LT E E NB RT A E NB APPROACH E E SB RT A A OVERALL A A Continued on next page DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 28 Continued from previous page TABLE 5 Short Range (2023) Total Peak Hour Operation Intersection Movement Level of Service AM PM College/RT Access (RT-in/RT-out) EB RT B D College/Thunderbird (RT-in/RT-out/LT-in) EB RT B D WB RT C D NB LT C F SB LT D E OVERALL A A Thunderbird/Site Access (stop sign) SB LT/RT A A EB LT/T A A OVERALL A A McClelland/Thunderbird (stop sign) WB LT/RT A B SB LT/T A A OVERALL A A McClelland/Site Access (stop sign) WB LT/RT A B SB LT/T A A OVERALL A A McClelland/RT Access (RT-in/RT-out) WB RT A B DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 29 TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM College/Drake (signal) (Dual LT Lanes on all legs) EB LT E E EB T D D EB RT D D EB APPROACH D E WB LT D E WB T D D WB RT C D WB APPROACH D E NB LT D E NB T C D NB RT C C NB APPROACH C D SB LT D E SB T C E SB RT C C SB APPROACH C D OVERALL D D Drake/Kmart-Site Access (stop sign) NB RT B B SB LT/RT F F EB LT B C OVERALL A F Drake/McClelland (signal) EB T C C EB T/RT C C EB APPROACH C C WB LT B B WB T A A WB APPROACH A A NB LT D E NB T D D NB RT A A NB APPROACH D E SB T E E OVERALL B B Continued on next page DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 30 Continued from previous page TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM Drake/Redwing-Bay (signal) EB T A A EB T/RT A A EB APPROACH A A WB LT A A WB T A A WB T/RT A A WB APPROACH A A NB LT E E NB RT A E NB APPROACH E E SB RT A A OVERALL A A College/RT Access (RT-in/RT-out) EB RT C D College/Thunderbird (RT-in/RT-out/LT-in) EB RT C E WB RT C D NB LT C F SB LT D F OVERALL A A Thunderbird/Site Access (stop sign) SB LT/RT A A EB LT/T A A OVERALL A A McClelland/Thunderbird (stop sign) WB LT/RT A B SB LT/T A A OVERALL A A McClelland/Site Access (stop sign) WB LT/RT A B SB LT/T A A OVERALL A A McClelland/RT Access (RT-in/RT-out) WB RT A B DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 31 TABLE 7 Queuing Analysis Intersection Turn Lane Existing Turn Lane Length (feet) 2023 Queue Length (AM/PM) (feet) 2023 Recommended Turn Lane Length (feet) 2040 Queue Length (AM/PM) (feet) 2040 Recommended Turn Lane Length (feet) College/Drake EB LT 225 143/169 225 (DL) 149/205 225 (DL) EB RT 200 83/203 200 107/228 230 WB LT 225 301/198 300 86/153 160 (DL) WB RT 225 116/61 225 148/62 225 NB LT 250 (DL) 118/215 250 (DL) 125/241 250 (DL) NB RT 200 42/45 200 42/50 200 SB LT 250 (DL) 68/155 250 (DL) 77/180 250 (DL) SB RT 250 49/121 250 53/242 250 Drake/ McClelland WB LT 125 15/10 125 6/14 125 NB LT 200 127/182 200 136/201 200 Drake/Redwing -Bay WB LT 75 6/5 75 0/4 75 NB LT 100 18/59 100 26/62 100 (DL) – Dual Left-turn Lanes DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 32 length - 275 feet). In the short range (2023) future during the afternoon peak hour at the College/Drake intersection, the calculated 95 th percentile queue length of the eastbound left turns is approximately 342 feet using the existing signal timing. However, the SYNCHRO analysis shows that the “95 th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.” This message follows in all subsequent queue analyses. With dual eastbound left-turn lanes and protected only left turns on all legs, the calculated 95 th percentile queue length of the eastbound left turns is approximately 169 feet during the afternoon peak hour. The 95 th percentile queue length is also 169 feet for dual eastbound left-turn lanes and protected/ permissive westbound left turns. In consideration of the queue analyses, it is recommended that the dual eastbound left-turn lanes be implemented at the College/ Drake intersection. This can be accomplished by adding/moving the eastbound right- turn lane and eastbound through lanes south. From available aerial photography, it appears that the eastbound through lanes will line up more favorably with the lanes on the east side of College Avenue with the dual eastbound left-turn lanes. At the Drake/McClelland intersection and the Drake/Redwing-Bay intersection, the calculated left-turn lane queues are generally less than the existing left-turn lanes. Therefore, the existing geometry is recommended. Table 7 also provides long range (2040) queuing analyses for informational purposes. It is expected that this will be monitored and refined as appropriate. Geometry Figure 12 shows a schematic of the short range (2023) geometry. As mentioned earlier, an eastbound right-turn lane is warranted at the Drake/McClelland intersection with the existing peak hour volumes. Due to the railroad crossing, it is doubtful that this eastbound right-turn lane would be built. In addition to this, a westbound right-turn lane is warranted at the Drake/Kmart-Site Access intersection with the existing peak hour volumes. The need for this westbound right-turn lane is related to the property on the north side of Drake Road. These intersections meet the Fort Collins operational criteria without these right-turn lanes. There has been a discussion (neighborhood meeting) that the eastbound right-turn lane could be enhanced with raised channelization. This would provide a pedestrian refuge area. It would also reduce the pedestrian crossing distance of Drake Road and College Avenue. Figure 13 shows a schematic of the long range (2040) geometry. It is assumed that dual eastbound and westbound left-turn lanes would be built at the College/Drake intersection based upon background traffic. Accidents An accident analysis was conducted for Drake Road, primarily between McClelland Avenue and College Avenue. Fort Collins Traffic Operations provided a collision summary from January 1, 2013 to December 31, 2017 (5 years). The primary SHORT RANGE (2023) GEOMETRY Figure 12 DELICH ASSOCIATES Drake Redevelopment TIS, July 2018 Page 33 Drake Site Access Kmart Access Redwing Bay Thunderbird Site Access Site Access RT Access RT Access McClelland Mason Corridor STOP STOP STOP - Denotes Lane STOP STOP STOP STOP STOP STOP STOP College Bus Only Bus Only OR LONG RANGE (2040) GEOMETRY Figure 13 DELICH ASSOCIATES Drake Redevelopment TIS, July 2018 Page 34 Drake College Site Access Kmart Access Redwing Bay Thunderbird Site Access Site Access RT Access RT Access McClelland Mason Corridor STOP STOP STOP - Denotes Lane STOP STOP STOP STOP STOP STOP STOP Bus Only Bus Only DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 35 interest was related to the Drake/SpradleyBarr-Kmart Access intersection (both private driveways), which is located approximately 400 feet west of College Avenue. This intersection is currently a full-movement intersection with stop sign control on the north and south legs. There are short eastbound and westbound left-turn lanes on Drake Road at this location. There were 18 reported accidents in this segment. It appears that 12 accidents were related to turning movements at the Drake/Private Driveways intersection. Two accidents had injuries. The remainder were property damage only. All of these accidents involved turning vehicles (broadside or approach turns). Many involved left- turning vehicles, either major street left turns from Drake Road, or minor left turns from either driveway. These accidents would be eliminated if the two driveways became right-in/right-out. The Drake Redevelopment will create a right-in/right-out driveway on the south side of Drake Road. From an available transportation impact study for a potential development on the north side of Drake Road, that driveway was analyzed with full movements. Therefore, it was treated as such in previous operational analyses in this TIS. With the right-in/right-out access on the south side of Drake Road, the eastbound left-turn lane(s) approaching College Avenue could be lengthened by approximately 50 feet. If the driveway on the north side of Drake Road were changed to right-in/right-out, the eastbound left-turn lane(s) could be lengthened by approximately 150 feet. Pedestrian Level of Service There are sidewalks along all streets in the area of the Drake Redevelopment site. It is expected that sidewalks will be reconstructed along the property frontage. Appendix H shows a map of the area that is within 1320 feet of the Drake Redevelopment site. There will be seven pedestrian destinations within 1320 feet of the Drake Redevelopment site. These are: 1) the commercial uses to the north of the site; 2) the residential uses to the northeast of the site; 3) the commercial and residential uses to the east and southeast of the site; 4) the commercial uses to the south of the site; 5) the residential uses to the southwest of the site; 6) the commercial uses to the west of the site; and 7) the CSU Vet school to the northwest of the site. This site is in an area type termed “commercial corridor.” The level of service determination assumes that this development will build their streets and adjacent streets in accordance with Fort Collins Standards. The Pedestrian LOS Worksheet is provided in Appendix H. The minimum level of service for “commercial corridor” is B for all categories, except for Street Crossing which is LOS C. The Pedestrian LOS will be achieved in the short range (2023) future. As future development occurs in the area, it is assumed that the future developments will build their streets in accordance with Fort Collins Standards. DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 36 Bicycle Level of Service Appendix H shows a map of the area that is within 1320 feet of the Drake Redevelopment site. There are five bicycle destinations within 1320 feet of the site: 1) the commercial uses to the north of the site; 2) the commercial uses to the east and southeast of the site; 3) the commercial uses to the south of the site; 4) the commercial uses to the west of the site; and 5) the CSU Vet school to the northwest of the site. The Bicycle LOS Worksheet is provided in Appendix H. The minimum level of service for this site is B. This site is connected to bike lanes on Drake Road and McClelland Drive. Therefore, it is concluded that level of service B can be achieved. Transit Level of Service Currently, this area of Fort Collins is served by Transfort Route 7 and the MAX Service. The MAX Service operates on McClelland Drive, south of Drake Road. DELICH Drake Redevelopment TIS, July 2018 ASSOCIATES Page 37 IV. CONCLUSIONS This study assessed the impacts of the Drake Redevelopment site on the street system in the vicinity of the proposed development in the short range (2023) and long range (2040) future. As a result of this analysis, the following is concluded: - The development of the Drake Redevelopment site is feasible from a traffic engineering standpoint. The trip generation for full development of the Drake Redevelopment site resulted in 2,772 daily trip ends, 140 morning peak hour trip ends, and 238 afternoon peak hour trip ends. - The College/Drake, Drake/SpradleyBarr-Kmart Access, Drake/McClelland, Drake/Redwing-Bay, College/Thunderbird, and McClelland/Thunderbird intersections currently meet the Fort Collins operational criteria with existing control, signal timing, and geometry. - The College/Drake, Drake/McClelland, and Drake/Redwing-Bay intersections are currently signalized. The various stop sign controlled intersections will not warrant signals in the future, nor do they meet the signal spacing criterion. - In the short range (2023) future, given development of the Drake Redevelopment site and an increase in background traffic, the key intersections will meet the Fort Collins operational criteria operate acceptably during the peak hours with existing control, signal timing, and geometry, except for the eastbound left-turns at the College/Drake intersection during the afternoon peak hour. The signal timing in the afternoon peak hour was adjusted to improve the operation of some movements. In consideration of the queue analyses, it is recommended that the dual eastbound left-turn lanes be implemented at the College/Drake intersection. - In the long range (2040) future, given development of the Drake Redevelopment site and an increase in background traffic, the key intersections will meet the Fort Collins operational criteria operate acceptably during the peak hours, with geometric improvements. - Queuing analyses and recommendations are provided in Table 7. - The short range (2023) geometry is shown in Figure 12. - The long range (2040) geometry is shown in Figure 13. - Acceptable level of service is achieved for the pedestrian, bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines and future improvements to the street system in the area. APPENDIX A APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/29/2016 Observer: City of Fort Collins Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: College/Drake S = straight L = left turn Time Northbound: College Southbound: College Total Eastbound: Drake Westbound: Drake Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 45 295 43 383 21 168 46 235 618 56 169 16 241 34 150 75 259 500 1118 7:45 58 313 26 397 22 190 49 261 658 52 164 39 255 30 210 69 309 564 1222 8:00 53 271 34 358 25 207 36 268 626 48 123 37 208 20 159 57 236 444 1070 8:15 46 269 24 339 34 193 50 277 616 62 143 37 242 29 128 48 205 447 1063 7:30-8:30 202 1148 127 1477 102 758 181 1041 2518 218 599 129 946 113 647 249 1009 1955 4473 PHF 0.87 0.92 0.74 0.93 0.75 0.92 0.91 0.94 0.88 0.89 0.83 0.93 0.83 0.77 0.83 0.82 0.92 4:30 87 317 31 435 62 360 82 504 939 64 185 73 322 42 179 46 267 589 1528 4:45 58 323 36 417 61 440 124 625 1042 53 180 61 294 42 170 47 259 553 1595 5:00 96 311 42 449 66 370 85 521 970 69 181 67 317 53 202 54 309 626 1596 5:15 88 345 40 473 73 454 89 616 1089 56 131 75 262 46 187 50 283 545 1634 4:30-5:30 329 1296 149 1774 262 1624 380 2266 4040 242 677 276 1195 183 738 197 1118 2313 6353 PHF 0.86 0.94 0.89 0.94 0.9 0.89 0.77 0.91 0.88 0.91 0.92 0.93 0.86 0.91 0.91 0.9 0.97 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 12/6/2017 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Drake/SpradleyBarr-Kmart Access S = straight L = left turn Time Northbound: Spradley-Barr Southbound: Kmart Total Eastbound: Drake Westbound: Drake Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 0 0 0 1 0 17 18 18 31 223 1 255 4 228 20 252 507 525 7:45 0 0 1 1 0 0 13 13 14 22 236 0 258 5 282 18 305 563 577 8:00 0 0 4 4 1 0 12 13 17 26 178 0 204 0 223 14 237 441 458 8:15 0 0 2 2 1 0 13 14 16 42 205 1 248 0 262 12 274 522 538 7:30-8:30 0 0 7 7 3 0 55 58 65 121 842 2 965 9 995 64 1068 2033 2098 PHF n/a n/a 0.44 0.44 0.75 n/a 0.81 0.81 0.72 0.89 0.5 0.94 0.45 0.88 0.8 0.88 0.91 4:30 0 0 6 6 7 0 26 33 39 47 243 0 290 2 294 17 313 603 642 4:45 0 0 4 4 3 0 49 52 56 34 279 0 313 5 289 9 303 616 672 5:00 0 0 1 1 4 0 30 34 35 28 326 1 355 1 287 4 292 647 682 5:15 0 0 1 1 4 0 35 39 40 30 288 0 318 0 321 7 328 646 686 4:30-5:30 0 0 12 12 18 0 140 158 170 139 1136 1 1276 8 1191 37 1236 2512 2682 PHF n/a n/a 0.5 0.5 0.64 n/a 0.71 0.76 0.74 0.87 0.25 0.9 0.4 0.93 0.54 0.94 0.98 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/15/2017 Observer: City of Fort Collins Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Drake/McClelland-Mason Corridor S = straight L = left turn Time Northbound: McClelland Southbound: Mason Corrido Total Eastbound: Drake Westbound: Drake Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 20 2 8 30 0 2 0 2 32 0 217 13 230 2 184 0 186 416 448 7:45 25 1 17 43 0 2 0 2 45 0 286 26 312 14 249 0 263 575 620 8:00 21 2 20 43 0 2 0 2 45 0 198 12 210 7 198 0 205 415 460 8:15 23 1 18 42 0 1 0 1 43 0 233 17 250 6 211 0 217 467 510 7:30-8:30 89 6 63 158 0 7 0 7 165 0 934 68 1002 29 842 0 871 1873 2038 PHF 0.89 0.75 0.79 0.92 n/a 0.88 n/a 0.88 n/a 0.82 0.65 0.8 0.52 0.85 n/a 0.83 0.82 4:30 20 2 30 52 0 1 0 1 53 0 268 19 287 14 283 0 297 584 637 4:45 30 2 25 57 0 1 0 1 58 0 249 30 279 11 301 0 312 591 649 5:00 26 3 30 59 0 3 0 3 62 0 280 33 313 10 350 0 360 673 735 5:15 38 1 38 77 0 1 0 1 78 0 270 20 290 9 331 0 340 630 708 4:30-5:30 114 8 123 245 0 6 0 6 251 0 1067 102 1169 44 1265 0 1309 2478 2729 PHF 0.75 0.67 0.81 0.8 n/a 0.5 n/a 0.5 n/a 0.95 0.77 0.93 0.79 0.9 n/a 0.91 0.93 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/15/2017 Observer: City of Fort Collins Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Drake/Redwing-Bay S = straight L = left turn Time Northbound: Redwing Southbound: Bay Total Eastbound: Drake Westbound: Drake Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 2 0 12 14 0 0 0 0 14 0 204 1 205 19 194 5 218 423 437 7:45 0 0 11 11 0 0 0 0 11 0 297 4 301 18 261 5 284 585 596 8:00 2 0 3 5 0 0 1 1 6 0 214 0 214 18 199 3 220 434 440 8:15 2 0 3 5 0 0 0 0 5 0 231 4 235 20 215 3 238 473 478 7:30-8:30 6 0 29 35 0 0 1 1 36 0 946 9 955 75 869 16 960 1915 1951 PHF 0.75 n/a 0.6 0.63 n/a n/a 0.25 0.25 n/a 0.8 0.56 0.79 0.94 0.83 0.8 0.85 0.82 4:30 4 0 22 26 0 0 2 2 28 0 279 1 280 11 304 0 315 595 623 4:45 12 0 31 43 0 0 1 1 44 0 258 1 259 23 322 1 346 605 649 5:00 7 0 25 32 0 0 1 1 33 0 298 2 300 13 357 1 371 671 704 5:15 9 0 23 32 0 0 1 1 33 0 254 0 254 5 372 1 378 632 665 4:30-5:30 32 0 101 133 0 0 5 5 138 0 1089 4 1093 52 1355 3 1410 2503 2641 PHF 0.67 n/a 0.81 0.77 n/a n/a 0.63 0.63 n/a 0.91 0.5 0.91 0.57 0.91 0.75 0.93 0.94 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 12/5/2017 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: College/Thunderbird S = straight L = left turn Time Northbound: College Southbound: College Total Eastbound: Thunderbird Westbound: Thunderbird Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 4 416 0 420 11 220 0 231 651 1 1 6 6 7 658 7:45 4 451 0 455 9 259 7 275 730 1 1 15 15 16 746 8:00 7 342 0 349 3 253 4 260 609 2 2 5 5 7 616 8:15 5 339 0 344 4 274 11 289 633 4 4 6 6 10 643 7:30-8:30 20 1548 0 1568 27 1006 22 1055 2623 0 0 8 8 0 0 32 32 40 2663 PHF 0.71 0.86 n/a 0.86 0.61 0.92 0.5 0.91 n/a n/a 0.5 0.5 n/a n/a 0.53 0.53 0.89 4:30 7 386 5 398 7 417 17 441 839 15 15 10 10 25 864 4:45 7 435 9 451 7 458 21 486 937 9 9 11 11 20 957 5:00 3 472 7 482 21 487 18 526 1008 18 18 24 24 42 1050 5:15 5 461 6 472 18 523 18 559 1031 4 4 17 17 21 1052 4:30-5:30 22 1754 27 1803 53 1885 74 2012 3815 0 0 46 46 0 0 62 62 108 3923 PHF 0.79 0.93 0.75 0.94 0.63 0.9 0.88 0.9 n/a n/a 0.64 0.64 n/a n/a 0.65 0.65 0.93 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 12/7/2017 Observer: Vickie Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: McClelland/Thunderbird S = straight L = left turn Time Northbound: McClelland Southbound: McClelland Total Eastbound: Westbound: Thunderbird Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 27 0 27 1 22 23 50 0 1 8 9 9 59 7:45 37 0 37 3 19 22 59 0 1 5 6 6 65 8:00 31 2 33 2 31 33 66 0 0 12 12 12 78 8:15 34 5 39 4 22 26 65 0 1 10 11 11 76 7:30-8:30 0 129 7 136 10 94 0 104 240 0 0 0 0 3 0 35 38 38 278 PHF n/a 0.87 0.35 0.87 0.63 0.76 n/a 0.79 n/a n/a n/a n/a 0.75 n/a 0.73 0.79 0.89 4:30 40 5 45 6 40 46 91 0 12 20 32 32 123 4:45 42 5 47 9 22 31 78 0 6 28 34 34 112 5:00 49 6 55 7 29 36 91 0 15 30 45 45 136 5:15 42 5 47 13 36 49 96 0 8 27 35 35 131 4:30-5:30 0 173 21 194 35 127 0 162 356 0 0 0 0 41 0 105 146 146 502 PHF n/a 0.88 0.88 0.88 0.67 0.79 n/a 0.83 n/a n/a n/a n/a 0.68 n/a 0.88 0.81 0.92 APPENDIX C HCM 2010 Signalized Intersection Summary Recent AM 3: College & Drake 03/07/2018 Synchro 9 Light Report recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 205 565 121 117 623 249 202 1195 132 102 788 175 Future Volume (veh/h) 205 565 121 117 623 249 202 1195 132 102 788 175 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 223 614 30 127 677 72 220 1299 32 111 857 57 Adj No. of Lanes 121121231231 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 310 949 424 302 805 360 314 1880 609 200 1711 533 Arrive On Green 0.16 0.36 0.36 0.08 0.23 0.23 0.09 0.37 0.37 0.06 0.34 0.34 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 3442 5085 1647 3442 5085 1583 Grp Volume(v), veh/h 223 614 30 127 677 72 220 1299 32 111 857 57 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1721 1695 1647 1721 1695 1583 Q Serve(g_s), s 10.1 16.0 1.4 5.9 20.1 4.0 6.8 23.8 1.4 3.5 14.8 2.7 Cycle Q Clear(g_c), s 10.1 16.0 1.4 5.9 20.1 4.0 6.8 23.8 1.4 3.5 14.8 2.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 310 949 424 302 805 360 314 1880 609 200 1711 533 V/C Ratio(X) 0.72 0.65 0.07 0.42 0.84 0.20 0.70 0.69 0.05 0.56 0.50 0.11 Avail Cap(c_a), veh/h 339 1046 468 307 853 381 407 1880 609 344 1711 533 HCM Platoon Ratio 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.0 31.0 26.4 29.2 40.6 34.4 48.5 29.4 22.3 50.4 29.1 25.1 Incr Delay (d2), s/veh 6.6 1.2 0.1 0.9 7.3 0.3 3.7 2.1 0.2 2.4 1.1 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.4 8.0 0.6 2.9 10.6 1.8 3.4 11.4 0.7 1.7 7.1 1.2 LnGrp Delay(d),s/veh 33.6 32.3 26.4 30.1 47.9 34.7 52.2 31.5 22.5 52.8 30.2 25.5 LnGrp LOS CCCCDCDCCDCC Approach Vol, veh/h 867 876 1551 1025 Approach Delay, s/veh 32.4 44.2 34.2 32.4 Approach LOS CDCC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.0 43.0 11.7 35.0 10.4 46.7 16.2 30.5 Change Period (Y+Rc), s 5.0 7.0 4.0 6.5 5.0 7.0 4.0 6.5 Max Green Setting (Gmax), s 12.0 36.0 8.0 31.5 10.0 38.0 14.0 25.5 Max Q Clear Time (g_c+I1), s 8.8 16.8 7.9 18.0 5.5 25.8 12.1 22.1 Green Ext Time (p_c), s 0.2 9.9 0.0 4.9 0.1 7.5 0.1 1.9 Intersection Summary HCM 2010 Ctrl Delay 35.4 HCM 2010 LOS D Timing Report, Sorted By Phase Recent AM 3: College & Drake 03/07/2018 Synchro 9 Light Report recent am.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max None None Maximum Split (s) 17 43 12 38 15 45 18 32 Maximum Split (%) 15.5% 39.1% 10.9% 34.5% 13.6% 40.9% 16.4% 29.1% Minimum Split (s) 11 32 11 30 11 33 11 30 Yellow Time (s) 35343534 All-Red Time (s) 2 2 1 2.5 2 2 1 2.5 Minimum Initial (s) 4 10 4 10 4 10 4 10 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 18 19 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 78 95 28 40 78 93 28 46 End Time (s) 95 28 40 78 93 28 46 78 Yield/Force Off (s) 90 21 36 71.5 88 21 42 71.5 Yield/Force Off 170(s) 90 3 36 71.5 88 2 42 71.5 Local Start Time (s) 57 74 7 19 57 72 7 25 Local Yield (s) 69 0 15 50.5 67 0 21 50.5 Local Yield 170(s) 69 92 15 50.5 67 91 21 50.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 21 (19%), Referenced to phase 6:NBT, Start of Yellow Splits and Phases: 3: College & Drake Queues Recent AM 3: College & Drake 03/07/2018 Synchro 9 Light Report recent am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 223 614 132 127 677 271 220 1299 143 111 857 190 v/c Ratio 0.75 0.65 0.25 0.45 0.88 0.49 0.60 0.70 0.20 0.38 0.49 0.28 Control Delay 51.5 34.2 10.0 25.6 54.1 10.0 53.6 31.9 3.3 50.8 29.4 4.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.5 34.2 10.0 25.6 54.1 10.0 53.6 31.9 3.3 50.8 29.4 4.9 Queue Length 50th (ft) 93 116 0 54 241 18 76 287 0 38 176 0 Queue Length 95th (ft) #234 217 81 95 #335 90 117 347 31 66 219 49 Internal Link Dist (ft) 303 485 502 320 Turn Bay Length (ft) 240 230 275 250 260 250 270 275 Base Capacity (vph) 306 975 545 287 795 562 392 1858 720 331 1745 684 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.73 0.63 0.24 0.44 0.85 0.48 0.56 0.70 0.20 0.34 0.49 0.28 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 Signalized Intersection Summary Recent PM 3: College & Drake 03/08/2018 Synchro 9 Light Report recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 230 648 262 180 661 197 312 1324 152 262 1599 347 Future Volume (veh/h) 230 648 262 180 661 197 312 1324 152 262 1599 347 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 237 668 85 186 681 38 322 1365 61 270 1648 204 Adj No. of Lanes 121121231231 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 270 811 363 253 752 336 407 2147 695 354 2069 644 Arrive On Green 0.04 0.08 0.08 0.09 0.21 0.21 0.12 0.42 0.42 0.10 0.41 0.41 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 3442 5085 1647 3442 5085 1583 Grp Volume(v), veh/h 237 668 85 186 681 38 322 1365 61 270 1648 204 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1721 1695 1647 1721 1695 1583 Q Serve(g_s), s 12.2 22.3 6.1 9.8 22.5 2.3 10.9 25.4 2.7 9.2 34.1 10.5 Cycle Q Clear(g_c), s 12.2 22.3 6.1 9.8 22.5 2.3 10.9 25.4 2.7 9.2 34.1 10.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 270 811 363 253 752 336 407 2147 695 354 2069 644 V/C Ratio(X) 0.88 0.82 0.23 0.73 0.91 0.11 0.79 0.64 0.09 0.76 0.80 0.32 Avail Cap(c_a), veh/h 270 811 363 253 752 336 459 2147 695 402 2069 644 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.7 53.1 45.6 34.7 46.1 38.1 51.5 27.4 20.8 52.4 31.2 24.2 Incr Delay (d2), s/veh 26.0 6.9 0.3 10.6 14.6 0.1 8.2 1.5 0.2 7.4 3.3 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.9 11.7 2.7 5.5 12.5 1.0 5.7 12.2 1.3 4.7 16.5 4.8 LnGrp Delay(d),s/veh 62.7 60.0 45.9 45.3 60.6 38.3 59.7 28.8 21.1 59.8 34.5 25.5 LnGrp LOS E E D D E D E C C E C C Approach Vol, veh/h 990 905 1748 2122 Approach Delay, s/veh 59.4 56.5 34.3 36.9 Approach LOS E E C D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 18.2 54.8 14.0 33.0 16.3 56.7 16.0 31.0 Change Period (Y+Rc), s 5.0 7.0 4.0 6.5 5.0 7.0 4.0 6.5 Max Green Setting (Gmax), s 15.0 46.0 10.0 26.5 13.0 48.0 12.0 24.5 Max Q Clear Time (g_c+I1), s 12.9 36.1 11.8 24.3 11.2 27.4 14.2 24.5 Green Ext Time (p_c), s 0.3 8.3 0.0 1.4 0.2 15.2 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 43.0 HCM 2010 LOS D Timing Report, Sorted By Phase Recent PM 3: College & Drake 03/08/2018 Synchro 9 Light Report recent pm.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None Max None None Maximum Split (s) 20 53 14 33 18 55 16 31 Maximum Split (%) 16.7% 44.2% 11.7% 27.5% 15.0% 45.8% 13.3% 25.8% Minimum Split (s) 11 32 11 30 11 33 11 30 Yellow Time (s) 35343534 All-Red Time (s) 2 2 1 2.5 2 2 1 2.5 Minimum Initial (s) 4 10 4 10 4 10 4 10 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 18 19 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 44 64 117 11 44 62 117 13 End Time (s) 64 117 11 44 62 117 13 44 Yield/Force Off (s) 59 110 7 37.5 57 110 9 37.5 Yield/Force Off 170(s) 59 92 7 37.5 57 91 9 37.5 Local Start Time (s) 54 74 7 21 54 72 7 23 Local Yield (s) 69 0 17 47.5 67 0 19 47.5 Local Yield 170(s) 69 102 17 47.5 67 101 19 47.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 110 (92%), Referenced to phase 2:SBT, Start of Yellow Splits and Phases: 3: College & Drake Queues Recent PM 3: College & Drake 03/08/2018 Synchro 9 Light Report recent pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 237 668 270 186 681 203 322 1365 157 270 1648 358 v/c Ratio 0.95 0.88 0.51 0.82 0.97 0.41 0.75 0.67 0.21 0.72 0.85 0.46 Control Delay 88.3 71.4 27.9 57.3 74.9 8.0 62.2 30.9 4.1 62.9 38.2 10.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 88.3 71.4 27.9 57.3 74.9 8.0 62.2 30.9 4.1 62.9 38.2 10.2 Queue Length 50th (ft) 177 262 77 102 277 0 125 312 0 105 422 55 Queue Length 95th (ft) #300 #378 201 #207 #401 62 176 366 41 151 489 136 Internal Link Dist (ft) 303 485 502 320 Turn Bay Length (ft) 240 230 275 250 260 250 270 275 Base Capacity (vph) 250 756 529 226 701 496 442 2024 765 387 1946 776 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.95 0.88 0.51 0.82 0.97 0.41 0.73 0.67 0.21 0.70 0.85 0.46 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 TWSC Recent AM 15: Site Access/Kmart Access & Drake 03/07/2018 Synchro 9 Light Report recent am.syn Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 121 881 2 9 927 64 0 0 7 3 0 51 Future Vol, veh/h 121 881 2 9 927 64 0 0 7 3 0 51 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 133 968 2 10 1019 70 0 0 8 3 0 56 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1089 0 0 970 0 0 1764 2344 485 1824 2310 545 Stage 1 - - - - - - 1235 1235 - 1074 1074 - Stage 2 - - - - - - 529 1109 - 750 1236 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 636 - - 706 - - 53 36 528 48 38 482 Stage 1 - - - - - - 187 247 - 235 294 - Stage 2 - - - - - - 501 283 - 369 246 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 636 - - 706 - - 39 28 528 39 30 482 Mov Cap-2 Maneuver - - - - - - 39 28 - 39 30 - Stage 1 - - - - - - 148 195 - 186 290 - Stage 2 - - - - - - 436 279 - 288 195 - Approach EB WB NB SB HCM Control Delay, s 1.5 0.1 11.9 20.2 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 528 636 - - 706 - - 296 HCM Lane V/C Ratio 0.015 0.209 - - 0.014 - - 0.2 HCM Control Delay (s) 11.9 12.2 - - 10.2 - - 20.2 HCM Lane LOS B B - - B - - C HCM 95th %tile Q(veh) 0 0.8 - - 0 - - 0.7 HCM 2010 TWSC Recent PM 15: Site Access/Kmart Access & Drake 03/08/2018 Synchro 9 Light Report recent pm.syn Intersection Int Delay, s/veh 14.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 135 1110 1 8 1272 40 0 0 12 18 0 140 Future Vol, veh/h 135 1110 1 8 1272 40 0 0 12 18 0 140 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 138 1133 1 8 1298 41 0 0 12 18 0 143 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1339 0 0 1134 0 0 2074 2764 567 2177 2744 669 Stage 1 - - - - - - 1409 1409 - 1335 1335 - Stage 2 - - - - - - 665 1355 - 842 1409 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 511 - - 612 - - 31 19 467 26 20 400 Stage 1 - - - - - - 146 203 - 162 221 - Stage 2 - - - - - - 416 216 - 325 203 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 511 - - 612 - - 16 14 467 20 14 400 Mov Cap-2 Maneuver - - - - - - 16 14 - 20 14 - Stage 1 - - - - - - 107 148 - 118 218 - Stage 2 - - - - - - 264 213 - 231 148 - Approach EB WB NB SB HCM Control Delay, s 1.6 0.1 12.9 239.3 HCM LOS B F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 467 511 - - 612 - - 126 HCM Lane V/C Ratio 0.026 0.27 - - 0.013 - - 1.28 HCM Control Delay (s) 12.9 14.6 - - 11 - - 239.3 HCM Lane LOS B B - - B - - F HCM 95th %tile Q(veh) 0.1 1.1 - - 0 - - 10.3 HCM 2010 Signalized Intersection Summary Recent AM 6: McClelland & Drake 03/07/2018 Synchro 9 Light Report recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 940 67 32 948 0 91 6 64 0 7 0 Future Volume (veh/h) 0 940 67 32 948 0 91 6 64 0 7 0 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 0 1863 1863 1863 0 1863 0 Adj Flow Rate, veh/h 0 1106 77 38 1115 0 107 70080 Adj No. of Lanes 020120111010 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 022220222020 Cap, veh/h 0 2029 141 271 2469 0 152 159 135 0 32 0 Arrive On Green 0.00 0.20 0.20 0.03 0.70 0.00 0.09 0.09 0.00 0.00 0.02 0.00 Sat Flow, veh/h 0 3451 234 1774 3632 0 1774 1863 1583 0 1863 0 Grp Volume(v), veh/h 0 583 600 38 1115 0 107 70080 Grp Sat Flow(s),veh/h/ln 0 1770 1822 1774 1770 0 1774 1863 1583 0 1863 0 Q Serve(g_s), s 0.0 32.5 32.6 0.8 15.3 0.0 6.5 0.4 0.0 0.0 0.5 0.0 Cycle Q Clear(g_c), s 0.0 32.5 32.6 0.8 15.3 0.0 6.5 0.4 0.0 0.0 0.5 0.0 Prop In Lane 0.00 0.13 1.00 0.00 1.00 1.00 0.00 0.00 Lane Grp Cap(c), veh/h 0 1070 1101 271 2469 0 152 159 135 0 32 0 V/C Ratio(X) 0.00 0.54 0.55 0.14 0.45 0.00 0.71 0.04 0.00 0.00 0.25 0.00 Avail Cap(c_a), veh/h 0 1070 1101 300 2469 0 355 373 317 0 373 0 HCM Platoon Ratio 1.00 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.89 0.89 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 30.4 30.5 12.5 7.3 0.0 49.0 46.2 0.0 0.0 53.4 0.0 Incr Delay (d2), s/veh 0.0 1.8 1.7 0.2 0.6 0.0 5.9 0.1 0.0 0.0 4.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 16.5 17.0 0.4 7.6 0.0 3.4 0.2 0.0 0.0 0.3 0.0 LnGrp Delay(d),s/veh 0.0 32.2 32.2 12.8 7.9 0.0 54.8 46.3 0.0 0.0 57.5 0.0 LnGrp LOS C C B A D D E Approach Vol, veh/h 1183 1153 114 8 Approach Delay, s/veh 32.2 8.1 54.3 57.5 Approach LOS C A D E Timer 12345678 Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 9.9 10.2 72.5 17.4 82.7 Change Period (Y+Rc), s 9.0 7.5 7.0 9.0 7.0 Max Green Setting (Gmax), s 21.0 4.5 31.0 21.0 43.0 Max Q Clear Time (g_c+I1), s 2.5 2.8 34.6 8.5 17.3 Green Ext Time (p_c), s 0.0 0.0 0.0 0.2 17.9 Intersection Summary HCM 2010 Ctrl Delay 22.0 HCM 2010 LOS C Timing Report, Sorted By Phase Recent AM 6: McClelland & Drake 03/07/2018 Synchro 9 Light Report recent am.syn Phase Number 23468 Movement SBT WBL EBT NBTL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None C-Max Maximum Split (s) 30 12 38 30 50 Maximum Split (%) 27.3% 10.9% 34.5% 27.3% 45.5% Minimum Split (s) 30 12 29 30 28.5 Yellow Time (s) 66666 All-Red Time (s) 3 1.5 1 3 1 Minimum Initial (s) 44444 Vehicle Extension (s) 33333 Minimum Gap (s) 33333 Time Before Reduce (s) 00000 Time To Reduce (s) 00000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Start Time (s) 96 46 58 16 46 End Time (s) 16 58 96 46 96 Yield/Force Off (s) 7 50.5 89 37 89 Yield/Force Off 170(s) 106 50.5 78 26 78 Local Start Time (s) 0 60 72 30 60 Local Yield (s) 21 64.5 103 51 103 Local Yield 170(s) 10 64.5 92 40 92 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 115 Offset: 96 (87%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 6: McClelland & Drake Queues Recent AM 6: McClelland & Drake 03/07/2018 Synchro 9 Light Report recent am.syn Lane Group EBT WBL WBT NBL NBT NBR SBT Lane Group Flow (vph) 1185 38 1115 107 7 75 8 v/c Ratio 0.54 0.13 0.45 0.52 0.03 0.20 0.07 Control Delay 9.1 8.2 7.5 53.9 40.5 1.2 49.1 Queue Delay 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.2 8.2 7.6 53.9 40.5 1.2 49.1 Queue Length 50th (ft) 70 7 113 72 4 0 5 Queue Length 95th (ft) 431 m14 167 115 16 0 20 Internal Link Dist (ft) 50 312 503 228 Turn Bay Length (ft) 160 150 150 Base Capacity (vph) 2188 283 2475 342 372 479 372 Starvation Cap Reductn 125 000000 Spillback Cap Reductn 0 0 118 0000 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.57 0.13 0.47 0.31 0.02 0.16 0.02 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 2010 Signalized Intersection Summary Recent PM 6: McClelland & Drake 03/08/2018 Synchro 9 Light Report recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1114 106 47 1381 0 124 8 132 0 6 0 Future Volume (veh/h) 0 1114 106 47 1381 0 124 8 132 0 6 0 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 0 1863 1863 1863 0 1863 0 Adj Flow Rate, veh/h 0 1198 110 51 1485 0 133 90060 Adj No. of Lanes 020120111010 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 Percent Heavy Veh, % 022220222020 Cap, veh/h 0 2014 185 287 2491 0 175 183 156 0 27 0 Arrive On Green 0.00 0.61 0.61 0.07 1.00 0.00 0.10 0.10 0.00 0.00 0.01 0.00 Sat Flow, veh/h 0 3372 301 1774 3632 0 1774 1863 1583 0 1863 0 Grp Volume(v), veh/h 0 646 662 51 1485 0 133 90060 Grp Sat Flow(s),veh/h/ln 0 1770 1810 1774 1770 0 1774 1863 1583 0 1863 0 Q Serve(g_s), s 0.0 26.6 26.8 1.2 0.0 0.0 8.8 0.5 0.0 0.0 0.4 0.0 Cycle Q Clear(g_c), s 0.0 26.6 26.8 1.2 0.0 0.0 8.8 0.5 0.0 0.0 0.4 0.0 Prop In Lane 0.00 0.17 1.00 0.00 1.00 1.00 0.00 0.00 Lane Grp Cap(c), veh/h 0 1087 1111 287 2491 0 175 183 156 0 27 0 V/C Ratio(X) 0.00 0.59 0.60 0.18 0.60 0.00 0.76 0.05 0.00 0.00 0.22 0.00 Avail Cap(c_a), veh/h 0 1087 1111 364 2491 0 237 248 211 0 171 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.88 0.88 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 14.1 14.2 10.4 0.0 0.0 52.7 49.0 0.0 0.0 58.5 0.0 Incr Delay (d2), s/veh 0.0 2.1 2.1 0.3 1.1 0.0 9.5 0.1 0.0 0.0 4.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 13.5 13.9 0.6 0.4 0.0 4.7 0.3 0.0 0.0 0.2 0.0 LnGrp Delay(d),s/veh 0.0 16.2 16.2 10.7 1.1 0.0 62.3 49.1 0.0 0.0 62.6 0.0 LnGrp LOS BBBA ED E Approach Vol, veh/h 1308 1536 142 6 Approach Delay, s/veh 16.2 1.4 61.4 62.6 Approach LOS BAEE Timer 12345678 Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 9.7 10.8 79.7 19.8 90.5 Change Period (Y+Rc), s 9.0 7.5 7.0 9.0 7.0 Max Green Setting (Gmax), s 10.0 8.5 54.0 15.0 70.0 Max Q Clear Time (g_c+I1), s 2.4 3.2 28.8 10.8 2.0 Green Ext Time (p_c), s 0.0 0.0 20.9 0.1 43.9 Intersection Summary HCM 2010 Ctrl Delay 10.8 HCM 2010 LOS B Notes Timing Report, Sorted By Phase Recent PM 6: McClelland & Drake 03/08/2018 Synchro 9 Light Report recent pm.syn Phase Number 23468 Movement SBT WBL EBT NBTL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None C-Max Maximum Split (s) 19 16 61 24 77 Maximum Split (%) 15.8% 13.3% 50.8% 20.0% 64.2% Minimum Split (s) 18 12 29 23 28.5 Yellow Time (s) 66666 All-Red Time (s) 3 1.5 1 3 1 Minimum Initial (s) 44444 Vehicle Extension (s) 33333 Minimum Gap (s) 33333 Time Before Reduce (s) 00000 Time To Reduce (s) 00000 Walk Time (s) 4 4 Flash Dont Walk (s) 10 10 Dual Entry Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Start Time (s) 101 24 40 0 24 End Time (s) 0 40 101 24 101 Yield/Force Off (s) 111 32.5 94 15 94 Yield/Force Off 170(s) 111 32.5 84 5 94 Local Start Time (s) 7 50 66 26 50 Local Yield (s) 17 58.5 0 41 0 Local Yield 170(s) 17 58.5 110 31 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 94 (78%), Referenced to phase 4:EBT and 8:WBTL, Start of Yellow Splits and Phases: 6: McClelland & Drake Queues Recent PM 6: McClelland & Drake 03/08/2018 Synchro 9 Light Report recent pm.syn Lane Group EBT WBL WBT NBL NBT NBR SBT Lane Group Flow (vph) 1312 51 1485 133 9 142 6 v/c Ratio 0.61 0.21 0.59 0.62 0.04 0.39 0.06 Control Delay 12.0 4.1 4.3 61.6 44.0 5.6 54.2 Queue Delay 0.1 0.0 0.2 1.7 0.0 0.0 0.0 Total Delay 12.1 4.1 4.5 63.3 44.0 5.6 54.2 Queue Length 50th (ft) 109 3 57 99 6 0 5 Queue Length 95th (ft) 565 m8 m101 160 21 26 19 Internal Link Dist (ft) 50 312 503 228 Turn Bay Length (ft) 160 150 150 Base Capacity (vph) 2146 269 2499 242 263 383 170 Starvation Cap Reductn 98 0 306 0000 Spillback Cap Reductn 0 0 104 33 0 0 0 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.64 0.19 0.68 0.64 0.03 0.37 0.04 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 2010 Signalized Intersection Summary Recent AM 12: Redwing/Bay & Drake 03/07/2018 Synchro 9 Light Report recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 979 9 81 941 17 6 0 29 0 0 1 Future Volume (veh/h) 0 979 9 81 941 17 6 0 29 0 0 1 Number 7 4 14 3 8 18 5 2 12 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 1824 1863 0 1937 Adj Flow Rate, veh/h 0 1152 11 95 1107 20 7 0 0 Adj No. of Lanes 020120101 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 022222202 Cap, veh/h 0 2655 25 454 3024 55 32 0 29 Arrive On Green 0.00 0.74 0.73 0.10 1.00 1.00 0.02 0.00 0.00 Sat Flow, veh/h 0 3685 34 1774 3557 64 1774 0 1647 Grp Volume(v), veh/h 0 567 596 95 551 576 7 0 0 Grp Sat Flow(s),veh/h/ln 0 1770 1857 1774 1770 1851 1774 0 1647 Q Serve(g_s), s 0.0 13.5 13.6 1.2 0.0 0.0 0.4 0.0 0.0 Cycle Q Clear(g_c), s 0.0 13.5 13.6 1.2 0.0 0.0 0.4 0.0 0.0 Prop In Lane 0.00 0.02 1.00 0.03 1.00 1.00 Lane Grp Cap(c), veh/h 0 1308 1372 454 1505 1574 32 0 29 V/C Ratio(X) 0.00 0.43 0.43 0.21 0.37 0.37 0.22 0.00 0.00 Avail Cap(c_a), veh/h 0 1308 1372 934 1505 1574 355 0 329 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.89 0.89 0.89 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 5.5 5.5 3.3 0.0 0.0 53.3 0.0 0.0 Incr Delay (d2), s/veh 0.0 1.1 1.0 0.2 0.6 0.6 3.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 6.8 7.2 0.6 0.3 0.3 0.2 0.0 0.0 LnGrp Delay(d),s/veh 0.0 6.6 6.5 3.5 0.6 0.6 56.7 0.0 0.0 LnGrp LOS AAAAAE Approach Vol, veh/h 1163 1222 7 Approach Delay, s/veh 6.5 0.8 56.7 Approach LOS A A E Timer 12345678 Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 10.0 12.2 87.8 100.0 Change Period (Y+Rc), s 9.0 7.5 7.5 7.5 Max Green Setting (Gmax), s 21.0 34.5 30.5 72.5 Max Q Clear Time (g_c+I1), s 2.4 3.2 15.6 2.0 Green Ext Time (p_c), s 0.0 0.2 11.3 28.1 Intersection Summary HCM 2010 Ctrl Delay 3.8 HCM 2010 LOS A Timing Report, Sorted By Phase Recent AM 12: Redwing/Bay & Drake 03/07/2018 Synchro 9 Light Report recent am.syn Phase Number 3458 Movement WBL EBT NBL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Max None C-Max Maximum Split (s) 42 38 30 80 Maximum Split (%) 38.2% 34.5% 27.3% 72.7% Minimum Split (s) 12.5 22.5 14 22.5 Yellow Time (s) 6666 All-Red Time (s) 1.5 1.5 3 1.5 Minimum Initial (s) 5454 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 4 Flash Dont Walk (s) 10 Dual Entry No Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 30 72 0 30 End Time (s) 72 0 30 0 Yield/Force Off (s) 64.5 102.5 21 102.5 Yield/Force Off 170(s) 64.5 92.5 21 102.5 Local Start Time (s) 30 72 0 30 Local Yield (s) 64.5 102.5 21 102.5 Local Yield 170(s) 64.5 92.5 21 102.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 12: Redwing/Bay & Drake Queues Recent AM 12: Redwing/Bay & Drake 03/07/2018 Synchro 9 Light Report recent am.syn Lane Group EBT WBL WBT NBL NBR SBT Lane Group Flow (vph) 1163 95 1127 7 34 1 v/c Ratio 0.47 0.23 0.38 0.07 0.16 0.00 Control Delay 8.0 2.0 1.3 49.3 1.5 0.0 Queue Delay 0.1 0.1 0.1 0.0 1.2 0.0 Total Delay 8.1 2.1 1.5 49.3 2.7 0.0 Queue Length 50th (ft) 190 16500 Queue Length 95th (ft) 233 6 30 18 0 0 Internal Link Dist (ft) 218 50 165 Turn Bay Length (ft) 80 120 Base Capacity (vph) 2491 763 3002 330 433 208 Starvation Cap Reductn 0 151 747 0 0 0 Spillback Cap Reductn 276 0 0 0 299 0 Storage Cap Reductn 000000 Reduced v/c Ratio 0.53 0.16 0.50 0.02 0.25 0.00 Intersection Summary HCM 2010 Signalized Intersection Summary Recent PM 12: Redwing/Bay & Drake 03/08/2018 Synchro 9 Light Report recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1115 4 55 1447 3 32 0 101 0 0 1 Future Volume (veh/h) 0 1115 4 55 1447 3 32 0 101 0 0 1 Number 7 4 14 3 8 18 5 2 12 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 1824 1863 0 1937 Adj Flow Rate, veh/h 0 1186 4 59 1539 3 34 0 1 Adj No. of Lanes 020120101 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 022222202 Cap, veh/h 0 2827 10 455 3188 6 66 0 61 Arrive On Green 0.00 0.78 0.77 0.09 1.00 1.00 0.04 0.00 0.04 Sat Flow, veh/h 0 3711 12 1774 3624 7 1774 0 1647 Grp Volume(v), veh/h 0 580 610 59 751 791 34 0 1 Grp Sat Flow(s),veh/h/ln 0 1770 1861 1774 1770 1861 1774 0 1647 Q Serve(g_s), s 0.0 12.8 12.8 0.6 0.0 0.0 2.3 0.0 0.1 Cycle Q Clear(g_c), s 0.0 12.8 12.8 0.6 0.0 0.0 2.3 0.0 0.1 Prop In Lane 0.00 0.01 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1383 1454 455 1557 1637 66 0 61 V/C Ratio(X) 0.00 0.42 0.42 0.13 0.48 0.48 0.52 0.00 0.02 Avail Cap(c_a), veh/h 0 1383 1454 871 1557 1637 229 0 213 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.77 0.77 0.77 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 4.3 4.3 2.5 0.0 0.0 56.7 0.0 55.7 Incr Delay (d2), s/veh 0.0 0.9 0.9 0.1 0.8 0.8 6.2 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 6.5 6.8 0.3 0.4 0.4 1.2 0.0 0.0 LnGrp Delay(d),s/veh 0.0 5.2 5.2 2.6 0.8 0.8 62.9 0.0 55.8 LnGrp LOS AAAAAE E Approach Vol, veh/h 1190 1601 35 Approach Delay, s/veh 5.2 0.9 62.7 Approach LOS A A E Timer 12345678 Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 7.9 11.8 100.3 112.1 Change Period (Y+Rc), s 4.5 7.5 7.5 7.5 Max Green Setting (Gmax), s 14.5 32.5 53.5 93.5 Max Q Clear Time (g_c+I1), s 4.3 2.6 14.8 2.0 Green Ext Time (p_c), s 0.0 0.1 27.6 45.6 Intersection Summary HCM 2010 Ctrl Delay 3.5 HCM 2010 LOS A Timing Report, Sorted By Phase Recent PM 12: Redwing/Bay & Drake 03/08/2018 Synchro 9 Light Report recent pm.syn Phase Number 3458 Movement WBL EBT NBL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 40 61 19 101 Maximum Split (%) 33.3% 50.8% 15.8% 84.2% Minimum Split (s) 12.5 18 9.5 22.5 Yellow Time (s) 6 6 3.5 6 All-Red Time (s) 1.5 1.5 1 1.5 Minimum Initial (s) 5454 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 19 59 0 19 End Time (s) 59 0 19 0 Yield/Force Off (s) 51.5 112.5 14.5 112.5 Yield/Force Off 170(s) 51.5 112.5 14.5 112.5 Local Start Time (s) 19 59 0 19 Local Yield (s) 51.5 112.5 14.5 112.5 Local Yield 170(s) 51.5 112.5 14.5 112.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 12: Redwing/Bay & Drake Queues Recent PM 12: Redwing/Bay & Drake 03/08/2018 Synchro 9 Light Report recent pm.syn Lane Group EBT WBL WBT NBL NBR SBT Lane Group Flow (vph) 1190 59 1542 34 107 1 v/c Ratio 0.46 0.15 0.54 0.27 0.47 0.01 Control Delay 7.2 1.2 1.4 57.2 16.3 0.0 Queue Delay 0.1 0.1 0.2 0.0 81.1 0.0 Total Delay 7.3 1.3 1.6 57.2 97.5 0.0 Queue Length 50th (ft) 176 0 0 25 0 0 Queue Length 95th (ft) 246 m5 59 58 53 0 Internal Link Dist (ft) 218 50 165 Turn Bay Length (ft) 80 120 Base Capacity (vph) 2562 698 2879 213 313 150 Starvation Cap Reductn 0 229 540 0 0 0 Spillback Cap Reductn 402 0 0 0 225 0 Storage Cap Reductn 000000 Reduced v/c Ratio 0.55 0.13 0.66 0.16 1.22 0.01 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 2010 TWSC Recent AM 9: College & Thunderbird 03/07/2018 Synchro 9 Light Report recent am.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 8 0 0 32 20 1497 0 27 977 22 Future Vol, veh/h 0 0 8 0 0 32 20 1497 0 27 977 22 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 9 0 0 36 22 1682 0 30 1098 25 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 561 - - 841 1122 0 0 1682 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.14 - - 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.92 - - 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver 0 0 403 0 0 264 342 - - 181 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 403 - - 264 342 - - 181 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.1 20.8 0.2 0.8 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 342 - - 403 264 181 - - HCM Lane V/C Ratio 0.066 - - 0.022 0.136 0.168 - - HCM Control Delay (s) 16.3 - - 14.1 20.8 28.9 - - HCM Lane LOS C - - B C D - - HCM 95th %tile Q(veh) 0.2 - - 0.1 0.5 0.6 - - HCM 2010 TWSC Recent PM 9: College & Thunderbird 03/08/2018 Synchro 9 Light Report recent pm.syn Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 46 0 0 62 22 1727 27 54 1912 75 Future Vol, veh/h 0 0 46 0 0 62 22 1727 27 54 1912 75 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 49 0 0 67 24 1857 29 58 2056 81 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 1068 - - 943 2137 0 0 1886 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.14 - - 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.92 - - 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver 0 0 187 0 0 226 106 - - 143 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 187 - - 226 106 - - 143 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 31 27.5 0.6 1.2 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 106 - - 187 226 143 - - HCM Lane V/C Ratio 0.223 - - 0.265 0.295 0.406 - - HCM Control Delay (s) 48.5 - - 31 27.5 46.4 - - HCM Lane LOS E - - D D E - - HCM 95th %tile Q(veh) 0.8 - - 1 1.2 1.8 - - HCM 2010 TWSC Recent AM 10: McClelland & Thunderbird 03/07/2018 Synchro 9 Light Report recent am.syn Intersection Int Delay, s/veh 1.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 3 35 130 7 10 95 Future Vol, veh/h 3 35 130 7 10 95 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 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 39 146 8 11 107 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 279 150 0 0 154 0 Stage 1 150 - - - - - Stage 2 129 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 711 896 - - 1426 - Stage 1 878 - - - - - Stage 2 897 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 705 896 - - 1426 - Mov Cap-2 Maneuver 705 - - - - - Stage 1 878 - - - - - Stage 2 890 - - - - - Approach WB NB SB HCM Control Delay, s 9.3 0 0.7 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 877 1426 - HCM Lane V/C Ratio - - 0.049 0.008 - HCM Control Delay (s) - - 9.3 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - HCM 2010 TWSC Recent PM 10: McClelland & Thunderbird 03/08/2018 Synchro 9 Light Report recent pm.syn Intersection Int Delay, s/veh 3.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 41 100 166 21 35 123 Future Vol, veh/h 41 100 166 21 35 123 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 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 45 109 180 23 38 134 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 402 192 0 0 203 0 Stage 1 192 - - - - - Stage 2 210 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 604 850 - - 1369 - Stage 1 841 - - - - - Stage 2 825 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 586 850 - - 1369 - Mov Cap-2 Maneuver 586 - - - - - Stage 1 841 - - - - - Stage 2 800 - - - - - Approach WB NB SB HCM Control Delay, s 11 0 1.7 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 752 1369 - HCM Lane V/C Ratio - - 0.204 0.028 - HCM Control Delay (s) - - 11 7.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.8 0.1 - UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach Leg Any Movement Signalized D1 E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS APPENDIX D HCM 2010 Signalized Intersection Summary Short Bkgrd AM 3: College & Drake 03/08/2018 Synchro 9 Light Report sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 209 577 124 119 632 255 205 1225 135 105 802 178 Future Volume (veh/h) 209 577 124 119 632 255 205 1225 135 105 802 178 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 227 627 31 129 687 82 223 1332 36 114 872 57 Adj No. of Lanes 121121231231 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 312 959 429 320 811 363 317 1879 608 203 1711 533 Arrive On Green 0.24 0.54 0.54 0.08 0.23 0.23 0.09 0.37 0.37 0.06 0.34 0.34 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 3442 5085 1647 3442 5085 1583 Grp Volume(v), veh/h 227 627 31 129 687 82 223 1332 36 114 872 57 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1721 1695 1647 1721 1695 1583 Q Serve(g_s), s 10.3 13.8 1.0 6.0 20.4 4.6 6.9 24.6 1.6 3.5 15.1 2.7 Cycle Q Clear(g_c), s 10.3 13.8 1.0 6.0 20.4 4.6 6.9 24.6 1.6 3.5 15.1 2.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 312 959 429 320 811 363 317 1879 608 203 1711 533 V/C Ratio(X) 0.73 0.65 0.07 0.40 0.85 0.23 0.70 0.71 0.06 0.56 0.51 0.11 Avail Cap(c_a), veh/h 338 1046 468 323 853 381 407 1879 608 344 1711 533 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 24.2 21.5 18.6 28.8 40.5 34.5 48.5 29.6 22.4 50.4 29.2 25.1 Incr Delay (d2), s/veh 7.1 1.3 0.1 0.8 7.7 0.3 3.8 2.3 0.2 2.4 1.1 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.5 6.8 0.4 3.0 10.8 2.1 3.5 11.9 0.7 1.8 7.2 1.2 LnGrp Delay(d),s/veh 31.3 22.8 18.7 29.6 48.2 34.8 52.3 31.9 22.5 52.8 30.3 25.5 LnGrp LOS C C B CDCDCCDCC Approach Vol, veh/h 885 898 1591 1043 Approach Delay, s/veh 24.9 44.3 34.6 32.5 Approach LOS CDCC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.1 43.0 11.8 35.3 10.5 46.6 16.4 30.7 Change Period (Y+Rc), s 5.0 7.0 4.0 6.5 5.0 7.0 4.0 6.5 Max Green Setting (Gmax), s 12.0 36.0 8.0 31.5 10.0 38.0 14.0 25.5 Max Q Clear Time (g_c+I1), s 8.9 17.1 8.0 15.8 5.5 26.6 12.3 22.4 Green Ext Time (p_c), s 0.2 10.1 0.0 5.4 0.1 7.3 0.1 1.8 Intersection Summary HCM 2010 Ctrl Delay 34.1 HCM 2010 LOS C Timing Report, Sorted By Phase Short Bkgrd AM 3: College & Drake 03/08/2018 Synchro 9 Light Report sb am.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max None None Maximum Split (s) 17 43 12 38 15 45 18 32 Maximum Split (%) 15.5% 39.1% 10.9% 34.5% 13.6% 40.9% 16.4% 29.1% Minimum Split (s) 11 32 11 30 11 33 11 30 Yellow Time (s) 35343534 All-Red Time (s) 2 2 1 2.5 2 2 1 2.5 Minimum Initial (s) 4 10 4 10 4 10 4 10 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 18 19 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 78 95 28 40 78 93 28 46 End Time (s) 95 28 40 78 93 28 46 78 Yield/Force Off (s) 90 21 36 71.5 88 21 42 71.5 Yield/Force Off 170(s) 90 3 36 71.5 88 2 42 71.5 Local Start Time (s) 57 74 7 19 57 72 7 25 Local Yield (s) 69 0 15 50.5 67 0 21 50.5 Local Yield 170(s) 69 92 15 50.5 67 91 21 50.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 21 (19%), Referenced to phase 6:NBT, Start of Yellow Splits and Phases: 3: College & Drake Queues Short Bkgrd AM 3: College & Drake 03/08/2018 Synchro 9 Light Report sb am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 227 627 135 129 687 277 223 1332 147 114 872 193 v/c Ratio 0.76 0.66 0.25 0.46 0.89 0.50 0.60 0.72 0.21 0.39 0.50 0.28 Control Delay 53.3 34.3 10.0 25.9 55.1 10.7 53.8 32.6 3.6 50.9 29.6 4.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.3 34.3 10.0 25.9 55.1 10.7 53.8 32.6 3.6 50.9 29.6 4.9 Queue Length 50th (ft) 99 117 0 55 245 23 77 298 0 39 180 0 Queue Length 95th (ft) #243 222 83 96 #343 98 118 360 34 68 223 49 Internal Link Dist (ft) 303 485 502 320 Turn Bay Length (ft) 240 230 275 250 260 250 270 275 Base Capacity (vph) 303 975 547 284 795 560 392 1849 717 331 1737 684 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.75 0.64 0.25 0.45 0.86 0.49 0.57 0.72 0.21 0.34 0.50 0.28 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 Signalized Intersection Summary Short Bkgrd PM 3: College & Drake 03/08/2018 Synchro 9 Light Report sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 233 655 265 184 669 202 316 1357 156 269 1635 351 Future Volume (veh/h) 233 655 265 184 669 202 316 1357 156 269 1635 351 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 240 675 89 190 690 39 326 1399 63 277 1686 209 Adj No. of Lanes 121121231231 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 268 811 363 251 752 336 410 2137 692 361 2063 642 Arrive On Green 0.04 0.08 0.08 0.09 0.21 0.21 0.12 0.42 0.42 0.10 0.41 0.41 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 3442 5085 1647 3442 5085 1583 Grp Volume(v), veh/h 240 675 89 190 690 39 326 1399 63 277 1686 209 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1721 1695 1647 1721 1695 1583 Q Serve(g_s), s 12.3 22.6 6.4 10.0 22.9 2.4 11.1 26.4 2.8 9.4 35.4 10.8 Cycle Q Clear(g_c), s 12.3 22.6 6.4 10.0 22.9 2.4 11.1 26.4 2.8 9.4 35.4 10.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 268 811 363 251 752 336 410 2137 692 361 2063 642 V/C Ratio(X) 0.90 0.83 0.25 0.76 0.92 0.12 0.79 0.65 0.09 0.77 0.82 0.33 Avail Cap(c_a), veh/h 268 811 363 251 752 336 459 2137 692 402 2063 642 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.7 53.2 45.7 34.9 46.2 38.1 51.4 27.8 21.0 52.3 31.7 24.4 Incr Delay (d2), s/veh 29.6 7.4 0.3 12.3 16.1 0.2 8.5 1.6 0.3 7.9 3.7 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.2 11.9 2.8 5.7 12.9 1.1 5.7 12.6 1.3 4.9 17.3 5.0 LnGrp Delay(d),s/veh 66.3 60.6 46.0 47.2 62.4 38.3 59.9 29.4 21.2 60.2 35.4 25.8 LnGrp LOS E E D D E D E C C E D C Approach Vol, veh/h 1004 919 1788 2172 Approach Delay, s/veh 60.7 58.2 34.7 37.7 Approach LOS E E C D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 18.3 54.7 14.0 33.0 16.6 56.4 16.0 31.0 Change Period (Y+Rc), s 5.0 7.0 4.0 6.5 5.0 7.0 4.0 6.5 Max Green Setting (Gmax), s 15.0 46.0 10.0 26.5 13.0 48.0 12.0 24.5 Max Q Clear Time (g_c+I1), s 13.1 37.4 12.0 24.6 11.4 28.4 14.3 24.9 Green Ext Time (p_c), s 0.3 7.5 0.0 1.2 0.2 15.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 43.9 HCM 2010 LOS D Timing Report, Sorted By Phase Short Bkgrd PM 3: College & Drake 03/08/2018 Synchro 9 Light Report sb pm.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None Max None None Maximum Split (s) 20 53 14 33 18 55 16 31 Maximum Split (%) 16.7% 44.2% 11.7% 27.5% 15.0% 45.8% 13.3% 25.8% Minimum Split (s) 11 32 11 30 11 33 11 30 Yellow Time (s) 35343534 All-Red Time (s) 2 2 1 2.5 2 2 1 2.5 Minimum Initial (s) 4 10 4 10 4 10 4 10 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 18 19 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 44 64 117 11 44 62 117 13 End Time (s) 64 117 11 44 62 117 13 44 Yield/Force Off (s) 59 110 7 37.5 57 110 9 37.5 Yield/Force Off 170(s) 59 92 7 37.5 57 91 9 37.5 Local Start Time (s) 54 74 7 21 54 72 7 23 Local Yield (s) 69 0 17 47.5 67 0 19 47.5 Local Yield 170(s) 69 102 17 47.5 67 101 19 47.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 110 (92%), Referenced to phase 2:SBT, Start of Yellow Splits and Phases: 3: College & Drake Queues Short Bkgrd PM 3: College & Drake 03/08/2018 Synchro 9 Light Report sb pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 240 675 273 190 690 208 326 1399 161 277 1686 362 v/c Ratio 0.96 0.89 0.52 0.85 0.98 0.42 0.76 0.69 0.21 0.73 0.87 0.47 Control Delay 90.7 72.2 28.5 61.7 77.7 7.9 62.6 31.4 4.1 63.7 39.3 10.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 90.7 72.2 28.5 61.7 77.7 7.9 62.6 31.4 4.1 63.7 39.3 10.5 Queue Length 50th (ft) 180 264 79 104 282 0 126 323 0 108 437 58 Queue Length 95th (ft) #307 #384 207 #219 #410 63 177 378 42 155 505 141 Internal Link Dist (ft) 303 485 502 320 Turn Bay Length (ft) 240 230 275 250 260 250 270 275 Base Capacity (vph) 250 756 528 223 701 500 442 2022 767 387 1945 775 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.96 0.89 0.52 0.85 0.98 0.42 0.74 0.69 0.21 0.72 0.87 0.47 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 Signalized Intersection Summary Short Bkgrd PM 3: College & Drake Adjusted Signal Timing 03/08/2018 Synchro 9 Light Report sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 233 655 265 184 669 202 316 1357 156 269 1635 351 Future Volume (veh/h) 233 655 265 184 669 202 316 1357 156 269 1635 351 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 240 675 89 190 690 39 326 1399 61 277 1686 205 Adj No. of Lanes 121121231231 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 298 870 389 267 752 336 407 2052 665 361 1983 618 Arrive On Green 0.08 0.16 0.16 0.09 0.21 0.21 0.12 0.40 0.40 0.10 0.39 0.39 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 3442 5085 1647 3442 5085 1583 Grp Volume(v), veh/h 240 675 89 190 690 39 326 1399 61 277 1686 205 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1721 1695 1647 1721 1695 1583 Q Serve(g_s), s 12.1 21.9 5.9 10.0 22.9 2.4 11.1 27.2 2.8 9.4 36.3 10.9 Cycle Q Clear(g_c), s 12.1 21.9 5.9 10.0 22.9 2.4 11.1 27.2 2.8 9.4 36.3 10.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 298 870 389 267 752 336 407 2052 665 361 1983 618 V/C Ratio(X) 0.81 0.78 0.23 0.71 0.92 0.12 0.80 0.68 0.09 0.77 0.85 0.33 Avail Cap(c_a), veh/h 298 870 389 267 752 336 430 2052 665 402 1983 618 HCM Platoon Ratio 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.5 47.0 40.2 34.4 46.2 38.1 51.5 29.4 22.2 52.3 33.4 25.6 Incr Delay (d2), s/veh 15.0 4.4 0.3 8.6 16.1 0.2 9.9 1.9 0.3 7.9 4.8 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.1 11.3 2.6 5.5 12.9 1.1 5.8 13.0 1.3 4.9 17.9 5.0 LnGrp Delay(d),s/veh 48.5 51.4 40.5 42.9 62.4 38.3 61.4 31.3 22.4 60.2 38.2 27.1 LnGrp LOS DDDDEDECCEDC Approach Vol, veh/h 1004 919 1786 2168 Approach Delay, s/veh 49.7 57.3 36.5 40.0 Approach LOS D E D D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 18.2 52.8 14.0 35.0 16.6 54.4 18.0 31.0 Change Period (Y+Rc), s 5.0 7.0 4.0 6.5 5.0 7.0 4.0 6.5 Max Green Setting (Gmax), s 14.0 45.0 10.0 28.5 13.0 46.0 14.0 24.5 Max Q Clear Time (g_c+I1), s 13.1 38.3 12.0 23.9 11.4 29.2 14.1 24.9 Green Ext Time (p_c), s 0.1 5.9 0.0 2.6 0.2 13.3 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 43.3 HCM 2010 LOS D Timing Report, Sorted By Phase Short Bkgrd PM 3: College & Drake Adjusted Signal Timing 03/08/2018 Synchro 9 Light Report sb pm.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None Max None None Maximum Split (s) 19 52 14 35 18 53 18 31 Maximum Split (%) 15.8% 43.3% 11.7% 29.2% 15.0% 44.2% 15.0% 25.8% Minimum Split (s) 11 32 11 30 11 33 11 30 Yellow Time (s) 35343534 All-Red Time (s) 2 2 1 2.5 2 2 1 2.5 Minimum Initial (s) 4 10 4 10 4 10 4 10 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 18 19 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 46 65 117 11 46 64 117 15 End Time (s) 65 117 11 46 64 117 15 46 Yield/Force Off (s) 60 110 7 39.5 59 110 11 39.5 Yield/Force Off 170(s) 60 92 7 39.5 59 91 11 39.5 Local Start Time (s) 56 75 7 21 56 74 7 25 Local Yield (s) 70 0 17 49.5 69 0 21 49.5 Local Yield 170(s) 70 102 17 49.5 69 101 21 49.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 110 (92%), Referenced to phase 2:SBT, Start of Yellow Splits and Phases: 3: College & Drake Queues Short Bkgrd PM 3: College & Drake Adjusted Signal Timing 03/08/2018 Synchro 9 Light Report sb pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 240 675 273 190 690 208 326 1399 161 277 1686 362 v/c Ratio 0.86 0.83 0.49 0.79 0.98 0.42 0.80 0.72 0.22 0.73 0.89 0.48 Control Delay 71.0 65.3 26.4 51.8 77.7 7.9 66.6 33.4 4.3 63.7 41.7 10.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 71.0 65.3 26.4 51.8 77.7 7.9 66.6 33.4 4.3 63.7 41.7 10.9 Queue Length 50th (ft) 177 253 71 101 282 0 128 333 0 108 443 60 Queue Length 95th (ft) #284 #360 205 #194 #410 63 #193 390 43 155 513 145 Internal Link Dist (ft) 303 485 502 320 Turn Bay Length (ft) 240 230 275 250 260 250 270 275 Base Capacity (vph) 278 811 555 239 701 500 414 1940 742 387 1894 760 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.86 0.83 0.49 0.79 0.98 0.42 0.79 0.72 0.22 0.72 0.89 0.48 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 TWSC Short Bkgrd AM 15: Drake & Kmart Access 03/08/2018 Synchro 9 Light Report sb am.syn Intersection Int Delay, s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 124 907 949 66 3 52 Future Vol, veh/h 124 907 949 66 3 52 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 136 997 1043 73 3 57 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1115 0 - 0 1850 558 Stage 1 - - - - 1079 - Stage 2 - - - - 771 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 622 - - - 66 473 Stage 1 - - - - 288 - Stage 2 - - - - 417 - Platoon blocked, % - - - Mov Cap-1 Maneuver 622 - - - 52 473 Mov Cap-2 Maneuver - - - - 52 - Stage 1 - - - - 288 - Stage 2 - - - - 326 - Approach EB WB SB HCM Control Delay, s 1.5 0 18.4 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 622 - - - 328 HCM Lane V/C Ratio 0.219 - - - 0.184 HCM Control Delay (s) 12.4 - - - 18.4 HCM Lane LOS B - - - C HCM 95th %tile Q(veh) 0.8 - - - 0.7 HCM 2010 TWSC Short Bkgrd PM 15: Drake & Kmart Access 03/08/2018 Synchro 9 Light Report sb pm.syn Intersection Int Delay, s/veh 14.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 138 1135 1295 41 18 143 Future Vol, veh/h 138 1135 1295 41 18 143 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 141 1158 1321 42 18 146 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1363 0 - 0 2203 682 Stage 1 - - - - 1342 - Stage 2 - - - - 861 - Critical Hdwy 4.14 - - - 7.54 6.94 Critical Hdwy Stg 1 - - - - 6.54 - Critical Hdwy Stg 2 - - - - 6.54 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 500 - - - 25 392 Stage 1 - - - - 160 - Stage 2 - - - - 317 - Platoon blocked, % - - - Mov Cap-1 Maneuver 500 - - - 20 392 Mov Cap-2 Maneuver - - - - 20 - Stage 1 - - - - 115 - Stage 2 - - - - 228 - Approach EB WB SB HCM Control Delay, s 1.6 0 243.8 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 500 - - - 127 HCM Lane V/C Ratio 0.282 - - - 1.294 HCM Control Delay (s) 15 - - - 243.8 HCM Lane LOS B - - - F HCM 95th %tile Q(veh) 1.1 - - - 10.5 HCM 2010 Signalized Intersection Summary Short Bkgrd AM 6: McClelland & Drake 03/08/2018 Synchro 9 Light Report sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 965 67 33 970 0 91 6 66 0 7 0 Future Volume (veh/h) 0 965 67 33 970 0 91 6 66 0 7 0 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 0 1863 1863 1863 0 1863 0 Adj Flow Rate, veh/h 0 1135 77 39 1141 0 107 70080 Adj No. of Lanes 020120111010 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 022220222020 Cap, veh/h 0 2032 138 264 2469 0 152 159 135 0 32 0 Arrive On Green 0.00 0.20 0.20 0.03 0.70 0.00 0.09 0.09 0.00 0.00 0.02 0.00 Sat Flow, veh/h 0 3457 228 1774 3632 0 1774 1863 1583 0 1863 0 Grp Volume(v), veh/h 0 597 615 39 1141 0 107 70080 Grp Sat Flow(s),veh/h/ln 0 1770 1822 1774 1770 0 1774 1863 1583 0 1863 0 Q Serve(g_s), s 0.0 33.4 33.5 0.8 15.8 0.0 6.5 0.4 0.0 0.0 0.5 0.0 Cycle Q Clear(g_c), s 0.0 33.4 33.5 0.8 15.8 0.0 6.5 0.4 0.0 0.0 0.5 0.0 Prop In Lane 0.00 0.13 1.00 0.00 1.00 1.00 0.00 0.00 Lane Grp Cap(c), veh/h 0 1069 1101 264 2469 0 152 159 135 0 32 0 V/C Ratio(X) 0.00 0.56 0.56 0.15 0.46 0.00 0.71 0.04 0.00 0.00 0.25 0.00 Avail Cap(c_a), veh/h 0 1069 1101 292 2469 0 355 373 317 0 373 0 HCM Platoon Ratio 1.00 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.88 0.88 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 30.8 30.9 12.9 7.4 0.0 49.0 46.2 0.0 0.0 53.4 0.0 Incr Delay (d2), s/veh 0.0 1.9 1.8 0.3 0.6 0.0 5.9 0.1 0.0 0.0 4.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 16.9 17.5 0.4 7.8 0.0 3.4 0.2 0.0 0.0 0.3 0.0 LnGrp Delay(d),s/veh 0.0 32.7 32.7 13.1 8.0 0.0 54.8 46.3 0.0 0.0 57.5 0.0 LnGrp LOS C C B A D D E Approach Vol, veh/h 1212 1180 114 8 Approach Delay, s/veh 32.7 8.2 54.3 57.5 Approach LOS C A D E Timer 12345678 Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 9.9 10.3 72.4 17.4 82.7 Change Period (Y+Rc), s 9.0 7.5 7.0 9.0 7.0 Max Green Setting (Gmax), s 21.0 4.5 31.0 21.0 43.0 Max Q Clear Time (g_c+I1), s 2.5 2.8 35.5 8.5 17.8 Green Ext Time (p_c), s 0.0 0.0 0.0 0.2 18.1 Intersection Summary HCM 2010 Ctrl Delay 22.3 HCM 2010 LOS C Timing Report, Sorted By Phase Short Bkgrd AM 6: McClelland & Drake 03/08/2018 Synchro 9 Light Report sb am.syn Phase Number 23468 Movement SBT WBL EBT NBTL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None C-Max Maximum Split (s) 30 12 38 30 50 Maximum Split (%) 27.3% 10.9% 34.5% 27.3% 45.5% Minimum Split (s) 30 12 29 30 28.5 Yellow Time (s) 66666 All-Red Time (s) 3 1.5 1 3 1 Minimum Initial (s) 44444 Vehicle Extension (s) 33333 Minimum Gap (s) 33333 Time Before Reduce (s) 00000 Time To Reduce (s) 00000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Start Time (s) 96 46 58 16 46 End Time (s) 16 58 96 46 96 Yield/Force Off (s) 7 50.5 89 37 89 Yield/Force Off 170(s) 106 50.5 78 26 78 Local Start Time (s) 0 60 72 30 60 Local Yield (s) 21 64.5 103 51 103 Local Yield 170(s) 10 64.5 92 40 92 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 115 Offset: 96 (87%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 6: McClelland & Drake Queues Short Bkgrd AM 6: McClelland & Drake 03/08/2018 Synchro 9 Light Report sb am.syn Lane Group EBT WBL WBT NBL NBT NBR SBT Lane Group Flow (vph) 1214 39 1141 107 7 78 8 v/c Ratio 0.56 0.14 0.46 0.52 0.03 0.21 0.07 Control Delay 9.3 8.2 7.7 53.9 40.5 1.3 49.1 Queue Delay 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.4 8.2 7.7 53.9 40.5 1.3 49.1 Queue Length 50th (ft) 72 7 116 72 4 0 5 Queue Length 95th (ft) 448 m14 171 115 16 0 20 Internal Link Dist (ft) 50 312 503 228 Turn Bay Length (ft) 160 150 150 Base Capacity (vph) 2187 275 2475 342 372 479 372 Starvation Cap Reductn 125 000000 Spillback Cap Reductn 0 0 118 0000 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.59 0.14 0.48 0.31 0.02 0.16 0.02 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 2010 Signalized Intersection Summary Short Bkgrd PM 6: McClelland & Drake 03/08/2018 Synchro 9 Light Report sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1138 105 48 1406 0 122 8 135 0 6 0 Future Volume (veh/h) 0 1138 105 48 1406 0 122 8 135 0 6 0 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 0 1863 1863 1863 0 1863 0 Adj Flow Rate, veh/h 0 1224 109 52 1512 0 131 90060 Adj No. of Lanes 020120111010 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 Percent Heavy Veh, % 022220222020 Cap, veh/h 0 2023 180 281 2495 0 172 181 154 0 27 0 Arrive On Green 0.00 0.62 0.61 0.07 1.00 0.00 0.10 0.10 0.00 0.00 0.01 0.00 Sat Flow, veh/h 0 3382 292 1774 3632 0 1774 1863 1583 0 1863 0 Grp Volume(v), veh/h 0 657 676 52 1512 0 131 90060 Grp Sat Flow(s),veh/h/ln 0 1770 1811 1774 1770 0 1774 1863 1583 0 1863 0 Q Serve(g_s), s 0.0 27.3 27.5 1.2 0.0 0.0 8.6 0.5 0.0 0.0 0.4 0.0 Cycle Q Clear(g_c), s 0.0 27.3 27.5 1.2 0.0 0.0 8.6 0.5 0.0 0.0 0.4 0.0 Prop In Lane 0.00 0.16 1.00 0.00 1.00 1.00 0.00 0.00 Lane Grp Cap(c), veh/h 0 1089 1114 281 2495 0 172 181 154 0 27 0 V/C Ratio(X) 0.00 0.60 0.61 0.18 0.61 0.00 0.76 0.05 0.00 0.00 0.22 0.00 Avail Cap(c_a), veh/h 0 1089 1114 358 2495 0 237 248 211 0 171 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.88 0.88 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 14.1 14.2 10.6 0.0 0.0 52.8 49.1 0.0 0.0 58.5 0.0 Incr Delay (d2), s/veh 0.0 2.2 2.2 0.3 1.1 0.0 9.1 0.1 0.0 0.0 4.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 13.8 14.4 0.6 0.4 0.0 4.7 0.3 0.0 0.0 0.2 0.0 LnGrp Delay(d),s/veh 0.0 16.3 16.4 10.9 1.1 0.0 61.9 49.2 0.0 0.0 62.6 0.0 LnGrp LOS BBBA ED E Approach Vol, veh/h 1333 1564 140 6 Approach Delay, s/veh 16.4 1.4 61.1 62.6 Approach LOS BAEE Timer 12345678 Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 9.7 10.8 79.8 19.7 90.6 Change Period (Y+Rc), s 9.0 7.5 7.0 9.0 7.0 Max Green Setting (Gmax), s 10.0 8.5 54.0 15.0 70.0 Max Q Clear Time (g_c+I1), s 2.4 3.2 29.5 10.6 2.0 Green Ext Time (p_c), s 0.0 0.0 20.7 0.1 45.2 Intersection Summary HCM 2010 Ctrl Delay 10.8 HCM 2010 LOS B Notes Timing Report, Sorted By Phase Short Bkgrd PM 6: McClelland & Drake 03/08/2018 Synchro 9 Light Report sb pm.syn Phase Number 23468 Movement SBT WBL EBT NBTL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None C-Max Maximum Split (s) 19 16 61 24 77 Maximum Split (%) 15.8% 13.3% 50.8% 20.0% 64.2% Minimum Split (s) 18 12 29 23 28.5 Yellow Time (s) 66666 All-Red Time (s) 3 1.5 1 3 1 Minimum Initial (s) 44444 Vehicle Extension (s) 33333 Minimum Gap (s) 33333 Time Before Reduce (s) 00000 Time To Reduce (s) 00000 Walk Time (s) 4 Flash Dont Walk (s) 10 Dual Entry Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Start Time (s) 101 24 40 0 24 End Time (s) 0 40 101 24 101 Yield/Force Off (s) 111 32.5 94 15 94 Yield/Force Off 170(s) 111 32.5 84 15 94 Local Start Time (s) 7 50 66 26 50 Local Yield (s) 17 58.5 0 41 0 Local Yield 170(s) 17 58.5 110 41 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 95 Offset: 94 (78%), Referenced to phase 4:EBT and 8:WBTL, Start of Yellow Splits and Phases: 6: McClelland & Drake Queues Short Bkgrd PM 6: McClelland & Drake 03/08/2018 Synchro 9 Light Report sb pm.syn Lane Group EBT WBL WBT NBL NBT NBR SBT Lane Group Flow (vph) 1337 52 1512 131 9 145 6 v/c Ratio 0.62 0.22 0.60 0.61 0.04 0.40 0.06 Control Delay 12.2 4.3 4.5 61.4 44.1 6.0 54.2 Queue Delay 0.1 0.0 0.2 1.6 0.0 0.0 0.0 Total Delay 12.3 4.3 4.8 63.0 44.1 6.0 54.2 Queue Length 50th (ft) 111 3 58 97 6 0 5 Queue Length 95th (ft) 582 m8 m446 159 21 28 19 Internal Link Dist (ft) 50 312 503 228 Turn Bay Length (ft) 160 150 150 Base Capacity (vph) 2148 263 2501 242 263 383 170 Starvation Cap Reductn 101 0 302 0000 Spillback Cap Reductn 0 0 108 33 0 0 0 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.65 0.20 0.69 0.63 0.03 0.38 0.04 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 2010 Signalized Intersection Summary Short Bkgrd AM 12: Redwing/Bay & Drake 03/08/2018 Synchro 9 Light Report sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1002 9 83 961 17 6 0 30 0 0 1 Future Volume (veh/h) 0 1002 9 83 961 17 6 0 30 0 0 1 Number 7 4 14 3 8 18 5 2 12 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 1824 1863 0 1937 Adj Flow Rate, veh/h 0 1179 11 98 1131 20 7 0 0 Adj No. of Lanes 020120101 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 022222202 Cap, veh/h 0 2655 25 445 3026 54 32 0 29 Arrive On Green 0.00 0.74 0.73 0.10 1.00 1.00 0.02 0.00 0.00 Sat Flow, veh/h 0 3686 34 1774 3558 63 1774 0 1647 Grp Volume(v), veh/h 0 581 609 98 562 589 7 0 0 Grp Sat Flow(s),veh/h/ln 0 1770 1857 1774 1770 1852 1774 0 1647 Q Serve(g_s), s 0.0 14.0 14.0 1.2 0.0 0.0 0.4 0.0 0.0 Cycle Q Clear(g_c), s 0.0 14.0 14.0 1.2 0.0 0.0 0.4 0.0 0.0 Prop In Lane 0.00 0.02 1.00 0.03 1.00 1.00 Lane Grp Cap(c), veh/h 0 1308 1372 445 1505 1575 32 0 29 V/C Ratio(X) 0.00 0.44 0.44 0.22 0.37 0.37 0.22 0.00 0.00 Avail Cap(c_a), veh/h 0 1308 1372 925 1505 1575 355 0 329 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.88 0.88 0.88 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 5.6 5.6 3.4 0.0 0.0 53.3 0.0 0.0 Incr Delay (d2), s/veh 0.0 1.1 1.0 0.2 0.6 0.6 3.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 7.2 7.5 0.6 0.3 0.3 0.2 0.0 0.0 LnGrp Delay(d),s/veh 0.0 6.7 6.6 3.6 0.6 0.6 56.7 0.0 0.0 LnGrp LOS AAAAAE Approach Vol, veh/h 1190 1249 7 Approach Delay, s/veh 6.6 0.8 56.7 Approach LOS A A E Timer 12345678 Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 10.0 12.2 87.8 100.0 Change Period (Y+Rc), s 9.0 7.5 7.5 7.5 Max Green Setting (Gmax), s 21.0 34.5 30.5 72.5 Max Q Clear Time (g_c+I1), s 2.4 3.2 16.0 2.0 Green Ext Time (p_c), s 0.0 0.2 11.2 29.4 Intersection Summary HCM 2010 Ctrl Delay 3.8 HCM 2010 LOS A Timing Report, Sorted By Phase Short Bkgrd AM 12: Redwing/Bay & Drake 03/08/2018 Synchro 9 Light Report sb am.syn Phase Number 3458 Movement WBL EBT NBL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Max None C-Max Maximum Split (s) 42 38 30 80 Maximum Split (%) 38.2% 34.5% 27.3% 72.7% Minimum Split (s) 12.5 22.5 14 22.5 Yellow Time (s) 6666 All-Red Time (s) 1.5 1.5 3 1.5 Minimum Initial (s) 5454 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 4 Flash Dont Walk (s) 10 Dual Entry No Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 30 72 0 30 End Time (s) 72 0 30 0 Yield/Force Off (s) 64.5 102.5 21 102.5 Yield/Force Off 170(s) 64.5 92.5 21 102.5 Local Start Time (s) 30 72 0 30 Local Yield (s) 64.5 102.5 21 102.5 Local Yield 170(s) 64.5 92.5 21 102.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 12: Redwing/Bay & Drake Queues Short Bkgrd AM 12: Redwing/Bay & Drake 03/08/2018 Synchro 9 Light Report sb am.syn Lane Group EBT WBL WBT NBL NBR SBT Lane Group Flow (vph) 1190 98 1151 7 35 1 v/c Ratio 0.48 0.25 0.38 0.07 0.16 0.00 Control Delay 8.1 2.4 1.3 49.3 1.6 0.0 Queue Delay 0.1 0.1 0.1 0.0 1.4 0.0 Total Delay 8.2 2.4 1.5 49.3 2.9 0.0 Queue Length 50th (ft) 197 16500 Queue Length 95th (ft) 241 6 30 18 0 0 Internal Link Dist (ft) 218 50 165 Turn Bay Length (ft) 80 120 Base Capacity (vph) 2490 756 3002 330 433 208 Starvation Cap Reductn 0 141 719 0 0 0 Spillback Cap Reductn 285 0 0 0 301 0 Storage Cap Reductn 000000 Reduced v/c Ratio 0.54 0.16 0.50 0.02 0.27 0.00 Intersection Summary HCM 2010 Signalized Intersection Summary Short Bkgrd PM 12: Redwing/Bay & Drake 03/08/2018 Synchro 9 Light Report sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1140 4 56 1469 3 33 0 103 0 0 1 Future Volume (veh/h) 0 1140 4 56 1469 3 33 0 103 0 0 1 Number 7 4 14 3 8 18 5 2 12 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 1824 1863 0 1937 Adj Flow Rate, veh/h 0 1213 4 60 1563 3 35 0 3 Adj No. of Lanes 020120101 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 022222202 Cap, veh/h 0 2822 9 444 3183 6 68 0 63 Arrive On Green 0.00 0.78 0.77 0.09 1.00 1.00 0.04 0.00 0.04 Sat Flow, veh/h 0 3711 12 1774 3624 7 1774 0 1647 Grp Volume(v), veh/h 0 593 624 60 763 803 35 0 3 Grp Sat Flow(s),veh/h/ln 0 1770 1861 1774 1770 1862 1774 0 1647 Q Serve(g_s), s 0.0 13.3 13.3 0.7 0.0 0.0 2.3 0.0 0.2 Cycle Q Clear(g_c), s 0.0 13.3 13.3 0.7 0.0 0.0 2.3 0.0 0.2 Prop In Lane 0.00 0.01 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1380 1451 444 1554 1635 68 0 63 V/C Ratio(X) 0.00 0.43 0.43 0.14 0.49 0.49 0.52 0.00 0.05 Avail Cap(c_a), veh/h 0 1380 1451 861 1554 1635 229 0 213 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.76 0.76 0.76 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 4.4 4.4 2.6 0.0 0.0 56.6 0.0 55.6 Incr Delay (d2), s/veh 0.0 1.0 0.9 0.1 0.8 0.8 5.9 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 6.8 7.1 0.3 0.4 0.4 1.2 0.0 0.1 LnGrp Delay(d),s/veh 0.0 5.4 5.3 2.7 0.8 0.8 62.6 0.0 55.9 LnGrp LOS AAAAAE E Approach Vol, veh/h 1217 1626 38 Approach Delay, s/veh 5.3 0.9 62.0 Approach LOS A A E Timer 12345678 Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 8.1 11.8 100.1 111.9 Change Period (Y+Rc), s 4.5 7.5 7.5 7.5 Max Green Setting (Gmax), s 14.5 32.5 53.5 93.5 Max Q Clear Time (g_c+I1), s 4.3 2.7 15.3 2.0 Green Ext Time (p_c), s 0.0 0.1 28.0 47.4 Intersection Summary HCM 2010 Ctrl Delay 3.6 HCM 2010 LOS A Timing Report, Sorted By Phase Short Bkgrd PM 12: Redwing/Bay & Drake 03/08/2018 Synchro 9 Light Report sb pm.syn Phase Number 3458 Movement WBL EBT NBL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 40 61 19 101 Maximum Split (%) 33.3% 50.8% 15.8% 84.2% Minimum Split (s) 12.5 18 9.5 22.5 Yellow Time (s) 6 6 3.5 6 All-Red Time (s) 1.5 1.5 1 1.5 Minimum Initial (s) 5454 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 19 59 0 19 End Time (s) 59 0 19 0 Yield/Force Off (s) 51.5 112.5 14.5 112.5 Yield/Force Off 170(s) 51.5 112.5 14.5 112.5 Local Start Time (s) 19 59 0 19 Local Yield (s) 51.5 112.5 14.5 112.5 Local Yield 170(s) 51.5 112.5 14.5 112.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 12: Redwing/Bay & Drake Queues Short Bkgrd PM 12: Redwing/Bay & Drake 03/08/2018 Synchro 9 Light Report sb pm.syn Lane Group EBT WBL WBT NBL NBR SBT Lane Group Flow (vph) 1217 60 1566 35 110 1 v/c Ratio 0.47 0.16 0.54 0.28 0.48 0.01 Control Delay 7.3 1.2 1.4 57.4 16.8 0.0 Queue Delay 0.1 0.1 0.2 0.0 81.1 0.0 Total Delay 7.5 1.3 1.6 57.4 97.9 0.0 Queue Length 50th (ft) 183 0 0 26 0 0 Queue Length 95th (ft) 256 m5 58 59 55 0 Internal Link Dist (ft) 218 50 165 Turn Bay Length (ft) 80 120 Base Capacity (vph) 2563 690 2878 213 313 150 Starvation Cap Reductn 0 220 539 0 0 0 Spillback Cap Reductn 406 0 0 0 225 0 Storage Cap Reductn 000000 Reduced v/c Ratio 0.56 0.13 0.67 0.16 1.25 0.01 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 2010 TWSC Short Bkgrd AM 9: College & Thunderbird 03/08/2018 Synchro 9 Light Report sb am.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 7 0 0 32 17 1533 0 27 1000 18 Future Vol, veh/h 0 0 7 0 0 32 17 1533 0 27 1000 18 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 8 0 0 36 19 1722 0 30 1124 20 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 572 - - 861 1144 0 0 1722 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.14 - - 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.92 - - 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver 0 0 397 0 0 257 333 - - 173 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 397 - - 257 333 - - 173 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.3 21.3 0.2 0.8 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 333 - - 397 257 173 - - HCM Lane V/C Ratio 0.057 - - 0.02 0.14 0.175 - - HCM Control Delay (s) 16.5 - - 14.3 21.3 30.2 - - HCM Lane LOS C - - B C D - - HCM 95th %tile Q(veh) 0.2 - - 0.1 0.5 0.6 - - HCM 2010 TWSC Short Bkgrd PM 9: College & Thunderbird 03/08/2018 Synchro 9 Light Report sb pm.syn Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 44 0 0 62 21 1767 27 54 1956 74 Future Vol, veh/h 0 0 44 0 0 62 21 1767 27 54 1956 74 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 47 0 0 67 23 1900 29 58 2103 80 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 1091 - - 965 2183 0 0 1929 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.14 - - 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.92 - - 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver 0 0 180 0 0 219 101 - - 136 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 180 - - 219 101 - - 136 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 32 28.5 0.6 1.3 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 101 - - 180 219 136 - - HCM Lane V/C Ratio 0.224 - - 0.263 0.304 0.427 - - HCM Control Delay (s) 50.6 - - 32 28.5 49.9 - - HCM Lane LOS F - - D D E - - HCM 95th %tile Q(veh) 0.8 - - 1 1.2 1.9 - - HCM 2010 TWSC Short Bkgrd AM 10: McClelland & Thunderbird 03/08/2018 Synchro 9 Light Report sb am.syn Intersection Int Delay, s/veh 1.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 3 35 128 6 9 98 Future Vol, veh/h 3 35 128 6 9 98 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 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 39 144 7 10 110 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 277 147 0 0 151 0 Stage 1 147 - - - - - Stage 2 130 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 713 900 - - 1430 - Stage 1 880 - - - - - Stage 2 896 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 708 900 - - 1430 - Mov Cap-2 Maneuver 708 - - - - - Stage 1 880 - - - - - Stage 2 890 - - - - - Approach WB NB SB HCM Control Delay, s 9.3 0 0.6 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 881 1430 - HCM Lane V/C Ratio - - 0.048 0.007 - HCM Control Delay (s) - - 9.3 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - HCM 2010 TWSC Short Bkgrd PM 10: McClelland & Thunderbird 03/08/2018 Synchro 9 Light Report sb pm.syn Intersection Int Delay, s/veh 3.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 40 100 165 21 34 125 Future Vol, veh/h 40 100 165 21 34 125 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 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 43 109 179 23 37 136 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 401 191 0 0 202 0 Stage 1 191 - - - - - Stage 2 210 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 605 851 - - 1370 - Stage 1 841 - - - - - Stage 2 825 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 587 851 - - 1370 - Mov Cap-2 Maneuver 587 - - - - - Stage 1 841 - - - - - Stage 2 801 - - - - - Approach WB NB SB HCM Control Delay, s 11 0 1.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 754 1370 - HCM Lane V/C Ratio - - 0.202 0.027 - HCM Control Delay (s) - - 11 7.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.8 0.1 - APPENDIX E HCM 2010 Signalized Intersection Summary Long Bkgrd AM 3: College & Drake 03/08/2018 Synchro 9 Light Report lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 230 635 135 130 695 280 225 1340 150 120 890 195 Future Volume (veh/h) 230 635 135 130 695 280 225 1340 150 120 890 195 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 242 668 10 137 732 157 237 1411 55 126 937 63 Adj No. of Lanes 221221231231 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 340 1021 457 226 905 405 330 2114 684 213 1940 604 Arrive On Green 0.03 0.10 0.10 0.07 0.26 0.26 0.10 0.42 0.42 0.06 0.38 0.38 Sat Flow, veh/h 3442 3539 1583 3442 3539 1583 3442 5085 1647 3442 5085 1583 Grp Volume(v), veh/h 242 668 10 137 732 157 237 1411 55 126 937 63 Grp Sat Flow(s),veh/h/ln 1721 1770 1583 1721 1770 1583 1721 1695 1647 1721 1695 1583 Q Serve(g_s), s 7.7 20.0 0.6 4.3 21.4 9.0 7.4 24.7 2.2 3.9 15.4 2.8 Cycle Q Clear(g_c), s 7.7 20.0 0.6 4.3 21.4 9.0 7.4 24.7 2.2 3.9 15.4 2.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 340 1021 457 226 905 405 330 2114 684 213 1940 604 V/C Ratio(X) 0.71 0.65 0.02 0.61 0.81 0.39 0.72 0.67 0.08 0.59 0.48 0.10 Avail Cap(c_a), veh/h 407 1142 511 282 1014 453 407 2114 684 219 1940 604 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 51.7 44.5 35.7 50.0 38.4 33.8 48.3 26.0 19.4 50.3 25.8 21.9 Incr Delay (d2), s/veh 4.6 1.2 0.0 2.6 4.5 0.6 4.6 1.7 0.2 4.0 0.9 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 10.0 0.3 2.1 10.9 4.0 3.7 11.8 1.1 2.0 7.4 1.3 LnGrp Delay(d),s/veh 56.3 45.6 35.7 52.6 42.9 34.4 52.9 27.7 19.7 54.3 26.7 22.3 LnGrp LOS E DDDDCDCBDCC Approach Vol, veh/h 920 1026 1703 1126 Approach Delay, s/veh 48.3 42.9 30.9 29.5 Approach LOS DDCC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.6 48.0 10.2 37.2 10.8 51.7 13.9 33.6 Change Period (Y+Rc), s 5.0 7.0 4.0 6.5 5.0 7.0 4.0 6.5 Max Green Setting (Gmax), s 12.0 33.0 8.0 34.5 6.0 39.0 12.0 30.5 Max Q Clear Time (g_c+I1), s 9.4 17.4 6.3 22.0 5.9 26.7 9.7 23.4 Green Ext Time (p_c), s 0.2 9.7 0.1 5.3 0.0 8.2 0.2 3.8 Intersection Summary HCM 2010 Ctrl Delay 36.5 HCM 2010 LOS D Timing Report, Sorted By Phase Long Bkgrd AM 3: College & Drake 03/08/2018 Synchro 9 Light Report lb am.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None Max None None Maximum Split (s) 17 40 12 41 11 46 16 37 Maximum Split (%) 15.5% 36.4% 10.9% 37.3% 10.0% 41.8% 14.5% 33.6% Minimum Split (s) 11 32 11 30 11 33 11 30 Yellow Time (s) 35343534 All-Red Time (s) 2 2 1 2.5 2 2 1 2.5 Minimum Initial (s) 4 10 4 10 4 10 4 10 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 18 19 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 60 77 7 19 60 71 7 23 End Time (s) 77 7 19 60 71 7 23 60 Yield/Force Off (s) 72 0 15 53.5 66 0 19 53.5 Yield/Force Off 170(s) 72 92 15 53.5 66 91 19 53.5 Local Start Time (s) 60 77 7 19 60 71 7 23 Local Yield (s) 72 0 15 53.5 66 0 19 53.5 Local Yield 170(s) 72 92 15 53.5 66 91 19 53.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 0 (0%), Referenced to phase 2:SBT, Start of Yellow Splits and Phases: 3: College & Drake Queues Long Bkgrd AM 3: College & Drake 03/08/2018 Synchro 9 Light Report lb am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 242 668 142 137 732 295 237 1411 158 126 937 205 v/c Ratio 0.64 0.67 0.24 0.52 0.83 0.53 0.63 0.76 0.22 0.55 0.57 0.31 Control Delay 57.3 44.5 13.3 55.8 46.4 16.5 54.7 33.3 4.6 59.1 32.2 5.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 57.3 44.5 13.3 55.8 46.4 16.5 54.7 33.3 4.6 59.1 32.2 5.2 Queue Length 50th (ft) 94 176 3 48 249 63 82 321 0 45 206 0 Queue Length 95th (ft) 136 326 110 80 321 148 125 382 42 77 253 53 Internal Link Dist (ft) 303 485 273 320 Turn Bay Length (ft) 240 230 275 250 260 250 270 275 Base Capacity (vph) 392 1065 615 271 945 581 392 1868 719 231 1656 669 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.62 0.63 0.23 0.51 0.77 0.51 0.60 0.76 0.22 0.55 0.57 0.31 Intersection Summary HCM 2010 Signalized Intersection Summary Long Bkgrd PM 3: College & Drake 03/08/2018 Synchro 9 Light Report lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 260 725 295 200 780 220 370 1490 170 295 1790 410 Future Volume (veh/h) 260 725 295 200 780 220 370 1490 170 295 1790 410 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 265 740 134 204 796 53 378 1520 69 301 1827 286 Adj No. of Lanes 221221231231 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 344 949 425 285 888 397 430 1953 632 382 1881 586 Arrive On Green 0.07 0.18 0.18 0.08 0.25 0.25 0.13 0.38 0.38 0.11 0.37 0.37 Sat Flow, veh/h 3442 3539 1583 3442 3539 1583 3442 5085 1647 3442 5085 1583 Grp Volume(v), veh/h 265 740 134 204 796 53 378 1520 69 301 1827 286 Grp Sat Flow(s),veh/h/ln 1721 1770 1583 1721 1770 1583 1721 1695 1647 1721 1695 1583 Q Serve(g_s), s 9.1 23.9 8.8 6.9 26.1 3.1 13.0 31.5 3.2 10.2 42.4 16.7 Cycle Q Clear(g_c), s 9.1 23.9 8.8 6.9 26.1 3.1 13.0 31.5 3.2 10.2 42.4 16.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 344 949 425 285 888 397 430 1953 632 382 1881 586 V/C Ratio(X) 0.77 0.78 0.32 0.72 0.90 0.13 0.88 0.78 0.11 0.79 0.97 0.49 Avail Cap(c_a), veh/h 344 959 429 287 900 402 430 1953 632 402 1881 586 HCM Platoon Ratio 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.6 45.8 39.6 53.7 43.4 34.8 51.6 32.5 23.8 52.0 37.2 29.1 Incr Delay (d2), s/veh 10.2 4.1 0.4 8.2 11.5 0.2 18.4 3.1 0.3 9.7 15.0 2.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.8 12.3 3.9 3.6 14.1 1.4 7.2 15.3 1.5 5.4 22.4 7.7 LnGrp Delay(d),s/veh 64.8 50.0 40.1 61.9 55.0 35.0 70.0 35.6 24.1 61.6 52.1 32.0 LnGrp LOS E D D E D C E D C E D C Approach Vol, veh/h 1139 1053 1967 2414 Approach Delay, s/veh 52.3 55.3 41.8 50.9 Approach LOS D E D D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 19.0 50.4 12.9 37.7 17.3 52.1 15.0 35.6 Change Period (Y+Rc), s 5.0 7.0 4.0 6.5 5.0 7.0 4.0 6.5 Max Green Setting (Gmax), s 14.0 43.0 9.0 31.5 13.0 44.0 11.0 29.5 Max Q Clear Time (g_c+I1), s 15.0 44.4 8.9 25.9 12.2 33.5 11.1 28.1 Green Ext Time (p_c), s 0.0 0.0 0.0 3.4 0.1 9.3 0.0 1.0 Intersection Summary HCM 2010 Ctrl Delay 49.1 HCM 2010 LOS D Timing Report, Sorted By Phase Long Bkgrd PM 3: College & Drake 03/08/2018 Synchro 9 Light Report lb pm.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None Max None None Maximum Split (s) 19 50 13 38 18 51 15 36 Maximum Split (%) 15.8% 41.7% 10.8% 31.7% 15.0% 42.5% 12.5% 30.0% Minimum Split (s) 11 32 11 30 11 33 11 30 Yellow Time (s) 35343534 All-Red Time (s) 2 2 1 2.5 2 2 1 2.5 Minimum Initial (s) 4 10 4 10 4 10 4 10 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 18 19 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 48 67 117 10 48 66 117 12 End Time (s) 67 117 10 48 66 117 12 48 Yield/Force Off (s) 62 110 6 41.5 61 110 8 41.5 Yield/Force Off 170(s) 62 92 6 41.5 61 91 8 41.5 Local Start Time (s) 58 77 7 20 58 76 7 22 Local Yield (s) 72 0 16 51.5 71 0 18 51.5 Local Yield 170(s) 72 102 16 51.5 71 101 18 51.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 95 Offset: 110 (92%), Referenced to phase 2:SBT, Start of Yellow Splits and Phases: 3: College & Drake Queues Long Bkgrd PM 3: College & Drake 03/08/2018 Synchro 9 Light Report lb pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 265 740 301 204 796 224 378 1520 173 301 1827 418 v/c Ratio 0.80 0.83 0.52 0.74 0.95 0.39 0.91 0.82 0.24 0.79 1.01 0.59 Control Delay 68.1 62.5 29.4 70.3 65.2 6.8 79.2 38.4 5.3 67.1 62.6 18.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 20.5 0.0 0.0 0.0 0.0 0.0 Total Delay 68.1 62.5 29.4 70.3 65.2 6.8 99.6 38.4 5.3 67.1 62.6 18.9 Queue Length 50th (ft) 112 276 99 80 320 0 151 386 4 118 ~529 130 Queue Length 95th (ft) #175 386 233 #134 #445 61 #241 449 51 #180 #643 237 Internal Link Dist (ft) 303 485 273 320 Turn Bay Length (ft) 240 230 275 250 260 250 270 275 Base Capacity (vph) 331 894 577 276 839 569 414 1850 718 387 1802 709 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 0000004400004 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.80 0.83 0.52 0.74 0.95 0.39 1.02 0.82 0.24 0.78 1.01 0.59 Intersection Summary ~ 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. HCM 2010 TWSC Long Bkgrd AM 15: Drake & Kmart Access 03/08/2018 Synchro 9 Light Report lb am.syn Intersection Int Delay, s/veh 3.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 125 980 1035 80 20 105 Future Vol, veh/h 125 980 1035 80 20 105 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 132 1032 1089 84 21 111 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1174 0 - 0 1911 587 Stage 1 - - - - 1132 - Stage 2 - - - - 779 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 591 - - - 60 453 Stage 1 - - - - 270 - Stage 2 - - - - 413 - Platoon blocked, % - - - Mov Cap-1 Maneuver 591 - - - 47 453 Mov Cap-2 Maneuver - - - - 47 - Stage 1 - - - - 270 - Stage 2 - - - - 321 - Approach EB WB SB HCM Control Delay, s 1.5 0 58.2 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 591 - - - 190 HCM Lane V/C Ratio 0.223 - - - 0.693 HCM Control Delay (s) 12.8 - - - 58.2 HCM Lane LOS B - - - F HCM 95th %tile Q(veh) 0.8 - - - 4.3 HCM 2010 TWSC Long Bkgrd PM 15: Drake & Kmart Access 03/08/2018 Synchro 9 Light Report lb pm.syn Intersection Int Delay, s/veh 92.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 195 1245 1425 135 35 175 Future Vol, veh/h 195 1245 1425 135 35 175 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 199 1270 1454 138 36 179 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1592 0 - 0 2556 796 Stage 1 - - - - 1523 - Stage 2 - - - - 1033 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 408 - - - ~ 22 330 Stage 1 - - - - 166 - Stage 2 - - - - 304 - Platoon blocked, % - - - Mov Cap-1 Maneuver 408 - - - ~ 11 330 Mov Cap-2 Maneuver - - - - ~ 11 - Stage 1 - - - - 166 - Stage 2 - - - - 156 - Approach EB WB SB HCM Control Delay, s 3 0 $ 1390.7 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 408 - - - 57 HCM Lane V/C Ratio 0.488 - - - 3.759 HCM Control Delay (s) 21.9 - - $ - 1390.7 HCM Lane LOS C - - - F HCM 95th %tile Q(veh) 2.6 - - - 23.1 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 2010 Signalized Intersection Summary Long Bkgrd AM 6: McClelland & Drake 03/08/2018 Synchro 9 Light Report lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1035 75 35 1120 0 105 10 70 0 10 0 Future Volume (veh/h) 0 1035 75 35 1120 0 105 10 70 0 10 0 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 0 1863 1863 1863 0 1863 0 Adj Flow Rate, veh/h 0 1089 76 37 1179 0 111 11 0 0 11 0 Adj No. of Lanes 020120111010 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 022220222020 Cap, veh/h 0 2023 141 269 2450 0 157 164 140 0 36 0 Arrive On Green 0.00 0.20 0.20 0.06 1.00 0.00 0.09 0.09 0.00 0.00 0.02 0.00 Sat Flow, veh/h 0 3450 234 1774 3632 0 1774 1863 1583 0 1863 0 Grp Volume(v), veh/h 0 574 591 37 1179 0 111 11 0 0 11 0 Grp Sat Flow(s),veh/h/ln 0 1770 1821 1774 1770 0 1774 1863 1583 0 1863 0 Q Serve(g_s), s 0.0 32.0 32.0 0.8 0.0 0.0 6.7 0.6 0.0 0.0 0.6 0.0 Cycle Q Clear(g_c), s 0.0 32.0 32.0 0.8 0.0 0.0 6.7 0.6 0.0 0.0 0.6 0.0 Prop In Lane 0.00 0.13 1.00 0.00 1.00 1.00 0.00 0.00 Lane Grp Cap(c), veh/h 0 1066 1097 269 2450 0 157 164 140 0 36 0 V/C Ratio(X) 0.00 0.54 0.54 0.14 0.48 0.00 0.71 0.07 0.00 0.00 0.30 0.00 Avail Cap(c_a), veh/h 0 1066 1097 304 2450 0 355 373 317 0 373 0 HCM Platoon Ratio 1.00 0.33 0.33 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.91 0.91 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 30.3 30.4 12.1 0.0 0.0 48.8 46.0 0.0 0.0 53.2 0.0 Incr Delay (d2), s/veh 0.0 1.8 1.7 0.2 0.7 0.0 5.8 0.2 0.0 0.0 4.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 16.2 16.7 0.4 0.2 0.0 3.5 0.3 0.0 0.0 0.4 0.0 LnGrp Delay(d),s/veh 0.0 32.1 32.1 12.4 0.7 0.0 54.5 46.2 0.0 0.0 57.8 0.0 LnGrp LOS C C B A D D E Approach Vol, veh/h 1165 1216 122 11 Approach Delay, s/veh 32.1 1.0 53.8 57.8 Approach LOS C A D E Timer 12345678 Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 10.1 9.9 72.3 17.7 82.1 Change Period (Y+Rc), s 9.0 7.5 7.0 9.0 7.0 Max Green Setting (Gmax), s 21.0 4.5 31.0 21.0 43.0 Max Q Clear Time (g_c+I1), s 2.6 2.8 34.0 8.7 2.0 Green Ext Time (p_c), s 0.0 0.0 0.0 0.2 24.9 Intersection Summary HCM 2010 Ctrl Delay 18.2 HCM 2010 LOS B Notes Timing Report, Sorted By Phase Long Bkgrd AM 6: McClelland & Drake 03/08/2018 Synchro 9 Light Report lb am.syn Phase Number 23468 Movement SBT WBL EBT NBTL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None C-Max Maximum Split (s) 30 12 38 30 50 Maximum Split (%) 27.3% 10.9% 34.5% 27.3% 45.5% Minimum Split (s) 18 11 29 23 28.5 Yellow Time (s) 66666 All-Red Time (s) 3 1.5 1 3 1 Minimum Initial (s) 4 3.5 4 4 4 Vehicle Extension (s) 33333 Minimum Gap (s) 33333 Time Before Reduce (s) 00000 Time To Reduce (s) 00000 Walk Time (s) 4 Flash Dont Walk (s) 10 Dual Entry Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Start Time (s) 101 51 63 21 51 End Time (s) 21 63 101 51 101 Yield/Force Off (s) 12 55.5 94 42 94 Yield/Force Off 170(s) 12 55.5 84 42 94 Local Start Time (s) 7 67 79 37 67 Local Yield (s) 28 71.5 0 58 0 Local Yield 170(s) 28 71.5 100 58 0 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 94 (85%), Referenced to phase 4:EBT and 8:WBTL, Start of Yellow Splits and Phases: 6: McClelland & Drake Queues Long Bkgrd AM 6: McClelland & Drake 03/08/2018 Synchro 9 Light Report lb am.syn Lane Group EBT WBL WBT NBL NBT NBR SBT Lane Group Flow (vph) 1168 37 1179 111 11 74 11 v/c Ratio 0.54 0.13 0.48 0.53 0.05 0.20 0.09 Control Delay 10.0 3.0 2.4 53.9 40.7 1.2 49.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.0 3.0 2.4 53.9 40.7 1.2 49.4 Queue Length 50th (ft) 47 2 26 75 7 0 7 Queue Length 95th (ft) 470 m5 68 126 23 0 26 Internal Link Dist (ft) 50 312 83 228 Turn Bay Length (ft) 160 150 150 Base Capacity (vph) 2178 286 2465 342 372 479 372 Starvation Cap Reductn 85 000000 Spillback Cap Reductn 0000000 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.56 0.13 0.48 0.32 0.03 0.15 0.03 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 2010 Signalized Intersection Summary Long Bkgrd PM 6: McClelland & Drake 03/08/2018 Synchro 9 Light Report lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1290 115 55 1570 0 140 10 150 0 10 0 Future Volume (veh/h) 0 1290 115 55 1570 0 140 10 150 0 10 0 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 0 1863 1863 1863 0 1863 0 Adj Flow Rate, veh/h 0 1358 117 58 1653 0 147 11 0 0 11 0 Adj No. of Lanes 020120111010 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 022220222020 Cap, veh/h 0 1982 170 274 2449 0 189 198 168 0 35 0 Arrive On Green 0.00 0.80 0.79 0.07 1.00 0.00 0.11 0.11 0.00 0.00 0.02 0.00 Sat Flow, veh/h 0 3392 283 1774 3632 0 1774 1863 1583 0 1863 0 Grp Volume(v), veh/h 0 726 749 58 1653 0 147 11 0 0 11 0 Grp Sat Flow(s),veh/h/ln 0 1770 1813 1774 1770 0 1774 1863 1583 0 1863 0 Q Serve(g_s), s 0.0 21.8 22.2 1.4 0.0 0.0 9.7 0.6 0.0 0.0 0.7 0.0 Cycle Q Clear(g_c), s 0.0 21.8 22.2 1.4 0.0 0.0 9.7 0.6 0.0 0.0 0.7 0.0 Prop In Lane 0.00 0.16 1.00 0.00 1.00 1.00 0.00 0.00 Lane Grp Cap(c), veh/h 0 1063 1089 274 2449 0 189 198 168 0 35 0 V/C Ratio(X) 0.00 0.68 0.69 0.21 0.68 0.00 0.78 0.06 0.00 0.00 0.32 0.00 Avail Cap(c_a), veh/h 0 1063 1089 349 2449 0 237 248 211 0 171 0 HCM Platoon Ratio 1.00 1.33 1.33 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.83 0.83 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 7.0 7.1 9.9 0.0 0.0 52.3 48.2 0.0 0.0 58.1 0.0 Incr Delay (d2), s/veh 0.0 3.0 3.0 0.4 1.5 0.0 12.2 0.1 0.0 0.0 5.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 11.1 11.8 0.7 0.5 0.0 5.4 0.3 0.0 0.0 0.4 0.0 LnGrp Delay(d),s/veh 0.0 10.0 10.1 10.3 1.5 0.0 64.5 48.3 0.0 0.0 63.3 0.0 LnGrp LOS ABBA ED E Approach Vol, veh/h 1475 1711 158 11 Approach Delay, s/veh 10.0 1.8 63.4 63.3 Approach LOS BAEE Timer 12345678 Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 10.2 10.9 78.1 20.8 89.0 Change Period (Y+Rc), s 9.0 7.5 7.0 9.0 7.0 Max Green Setting (Gmax), s 10.0 8.5 54.0 15.0 70.0 Max Q Clear Time (g_c+I1), s 2.7 3.4 24.2 11.7 2.0 Green Ext Time (p_c), s 0.0 0.0 26.0 0.1 51.5 Intersection Summary HCM 2010 Ctrl Delay 8.5 HCM 2010 LOS A Notes Timing Report, Sorted By Phase Long Bkgrd PM 6: McClelland & Drake 03/08/2018 Synchro 9 Light Report lb pm.syn Phase Number 23468 Movement SBT WBL EBT NBTL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None C-Max Maximum Split (s) 19 16 61 24 77 Maximum Split (%) 15.8% 13.3% 50.8% 20.0% 64.2% Minimum Split (s) 18 16 29 23 28.5 Yellow Time (s) 66666 All-Red Time (s) 3 1.5 1 3 1 Minimum Initial (s) 44444 Vehicle Extension (s) 33333 Minimum Gap (s) 33333 Time Before Reduce (s) 00000 Time To Reduce (s) 00000 Walk Time (s) 4 Flash Dont Walk (s) 10 Dual Entry Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Start Time (s) 101 24 40 0 24 End Time (s) 0 40 101 24 101 Yield/Force Off (s) 111 32.5 94 15 94 Yield/Force Off 170(s) 111 32.5 84 15 94 Local Start Time (s) 7 50 66 26 50 Local Yield (s) 17 58.5 0 41 0 Local Yield 170(s) 17 58.5 110 41 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 94 (78%), Referenced to phase 4:EBT and 8:WBTL, Start of Yellow Splits and Phases: 6: McClelland & Drake Queues Long Bkgrd PM 6: McClelland & Drake 03/08/2018 Synchro 9 Light Report lb pm.syn Lane Group EBT WBL WBT NBL NBT NBR SBT Lane Group Flow (vph) 1479 58 1653 147 11 158 11 v/c Ratio 0.70 0.29 0.67 0.66 0.05 0.43 0.10 Control Delay 13.6 10.0 5.8 63.2 44.1 7.4 54.6 Queue Delay 0.1 0.0 0.3 2.1 0.0 0.0 0.0 Total Delay 13.7 10.0 6.1 65.3 44.1 7.4 54.6 Queue Length 50th (ft) 121 4 72 109 8 0 8 Queue Length 95th (ft) #734 m11 m526 176 25 40 28 Internal Link Dist (ft) 50 312 83 228 Turn Bay Length (ft) 160 150 150 Base Capacity (vph) 2123 224 2477 245 266 386 170 Starvation Cap Reductn 84 0 289 0000 Spillback Cap Reductn 0 0 92 31 0 0 0 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.73 0.26 0.76 0.69 0.04 0.41 0.06 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 2010 Signalized Intersection Summary Long Bkgrd AM 12: Redwing/Bay & Drake 03/08/2018 Synchro 9 Light Report lb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1080 10 85 1120 20 10 0 30 0 0 5 Future Volume (veh/h) 0 1080 10 85 1120 20 10 0 30 0 0 5 Number 7 4 14 3 8 18 5 2 12 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 1824 1863 0 1937 Adj Flow Rate, veh/h 0 1137 11 89 1179 21 11 0 0 Adj No. of Lanes 020120101 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 022222202 Cap, veh/h 0 2788 27 485 3156 56 39 0 36 Arrive On Green 0.00 0.78 0.77 0.10 1.00 1.00 0.02 0.00 0.00 Sat Flow, veh/h 0 3685 35 1774 3558 63 1774 0 1647 Grp Volume(v), veh/h 0 560 588 89 586 614 11 0 0 Grp Sat Flow(s),veh/h/ln 0 1770 1857 1774 1770 1852 1774 0 1647 Q Serve(g_s), s 0.0 11.4 11.4 0.9 0.0 0.0 0.7 0.0 0.0 Cycle Q Clear(g_c), s 0.0 11.4 11.4 0.9 0.0 0.0 0.7 0.0 0.0 Prop In Lane 0.00 0.02 1.00 0.03 1.00 1.00 Lane Grp Cap(c), veh/h 0 1374 1441 485 1570 1642 39 0 36 V/C Ratio(X) 0.00 0.41 0.41 0.18 0.37 0.37 0.28 0.00 0.00 Avail Cap(c_a), veh/h 0 1374 1441 966 1570 1642 427 0 397 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.87 0.87 0.87 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 4.0 4.0 2.2 0.0 0.0 52.9 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.9 0.9 0.2 0.6 0.6 3.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 5.8 6.1 0.4 0.3 0.3 0.4 0.0 0.0 LnGrp Delay(d),s/veh 0.0 4.9 4.9 2.4 0.6 0.6 56.8 0.0 0.0 LnGrp LOS AAAAAE Approach Vol, veh/h 1148 1289 11 Approach Delay, s/veh 4.9 0.7 56.8 Approach LOS A A E Timer 12345678 Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 5.9 12.2 91.9 104.1 Change Period (Y+Rc), s 4.5 7.5 7.5 7.5 Max Green Setting (Gmax), s 25.5 34.5 30.5 72.5 Max Q Clear Time (g_c+I1), s 2.7 2.9 13.4 2.0 Green Ext Time (p_c), s 0.0 0.2 12.9 29.6 Intersection Summary HCM 2010 Ctrl Delay 2.9 HCM 2010 LOS A Timing Report, Sorted By Phase Long Bkgrd AM 12: Redwing/Bay & Drake 03/08/2018 Synchro 9 Light Report lb am.syn Phase Number 3458 Movement WBL EBT NBL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 42 38 30 80 Maximum Split (%) 38.2% 34.5% 27.3% 72.7% Minimum Split (s) 12.5 18 9.5 22.5 Yellow Time (s) 6 6 3.5 6 All-Red Time (s) 1.5 1.5 1 1.5 Minimum Initial (s) 5454 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 30 72 0 30 End Time (s) 72 0 30 0 Yield/Force Off (s) 64.5 102.5 25.5 102.5 Yield/Force Off 170(s) 64.5 102.5 25.5 102.5 Local Start Time (s) 30 72 0 30 Local Yield (s) 64.5 102.5 25.5 102.5 Local Yield 170(s) 64.5 102.5 25.5 102.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 12: Redwing/Bay & Drake Queues Long Bkgrd AM 12: Redwing/Bay & Drake 03/08/2018 Synchro 9 Light Report lb am.syn Lane Group EBT WBL WBT NBL NBR SBT Lane Group Flow (vph) 1148 89 1200 11 32 5 v/c Ratio 0.43 0.21 0.39 0.10 0.14 0.03 Control Delay 6.0 1.6 0.9 49.7 1.3 0.0 Queue Delay 0.1 0.1 0.1 0.0 0.1 0.0 Total Delay 6.0 1.6 1.0 49.7 1.4 0.0 Queue Length 50th (ft) 158 6 38 7 0 0 Queue Length 95th (ft) 216 0 0 26 0 0 Internal Link Dist (ft) 218 50 165 Turn Bay Length (ft) 80 120 Base Capacity (vph) 2695 786 3078 397 497 164 Starvation Cap Reductn 0 179 651 0 0 0 Spillback Cap Reductn 320 0 0 0 140 0 Storage Cap Reductn 000000 Reduced v/c Ratio 0.48 0.15 0.49 0.03 0.09 0.03 Intersection Summary HCM 2010 Signalized Intersection Summary Long Bkgrd PM 12: Redwing/Bay & Drake 03/08/2018 Synchro 9 Light Report lb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1300 5 60 1645 5 35 0 105 0 0 1 Future Volume (veh/h) 0 1300 5 60 1645 5 35 0 105 0 0 1 Number 7 4 14 3 8 18 5 2 12 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 1824 1863 0 1937 Adj Flow Rate, veh/h 0 1368 5 63 1732 5 37 0 4 Adj No. of Lanes 020120101 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 022222202 Cap, veh/h 0 2815 10 393 3176 9 70 0 65 Arrive On Green 0.00 0.78 0.77 0.09 1.00 1.00 0.04 0.00 0.04 Sat Flow, veh/h 0 3710 13 1774 3620 10 1774 0 1647 Grp Volume(v), veh/h 0 669 704 63 846 891 37 0 4 Grp Sat Flow(s),veh/h/ln 0 1770 1860 1774 1770 1861 1774 0 1647 Q Serve(g_s), s 0.0 16.2 16.2 0.7 0.0 0.0 2.5 0.0 0.3 Cycle Q Clear(g_c), s 0.0 16.2 16.2 0.7 0.0 0.0 2.5 0.0 0.3 Prop In Lane 0.00 0.01 1.00 0.01 1.00 1.00 Lane Grp Cap(c), veh/h 0 1377 1448 393 1552 1633 70 0 65 V/C Ratio(X) 0.00 0.49 0.49 0.16 0.55 0.55 0.53 0.00 0.06 Avail Cap(c_a), veh/h 0 1377 1448 808 1552 1633 229 0 213 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.69 0.69 0.69 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 4.7 4.7 3.1 0.0 0.0 56.5 0.0 55.5 Incr Delay (d2), s/veh 0.0 1.2 1.2 0.1 1.0 0.9 6.1 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 8.3 8.7 0.4 0.4 0.4 1.3 0.0 0.1 LnGrp Delay(d),s/veh 0.0 6.0 5.9 3.2 1.0 0.9 62.6 0.0 55.9 LnGrp LOS AAAAAE E Approach Vol, veh/h 1373 1800 41 Approach Delay, s/veh 5.9 1.0 62.0 Approach LOS A A E Timer 12345678 Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 8.2 11.9 99.9 111.8 Change Period (Y+Rc), s 4.5 7.5 7.5 7.5 Max Green Setting (Gmax), s 14.5 32.5 53.5 93.5 Max Q Clear Time (g_c+I1), s 4.5 2.7 18.2 2.0 Green Ext Time (p_c), s 0.0 0.1 29.4 59.5 Intersection Summary HCM 2010 Ctrl Delay 3.9 HCM 2010 LOS A Timing Report, Sorted By Phase Long Bkgrd PM 12: Redwing/Bay & Drake 03/08/2018 Synchro 9 Light Report lb pm.syn Phase Number 3458 Movement WBL EBT NBL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 40 61 19 101 Maximum Split (%) 33.3% 50.8% 15.8% 84.2% Minimum Split (s) 12.5 18 9.5 22.5 Yellow Time (s) 6 6 3.5 6 All-Red Time (s) 1.5 1.5 1 1.5 Minimum Initial (s) 5454 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 19 59 0 19 End Time (s) 59 0 19 0 Yield/Force Off (s) 51.5 112.5 14.5 112.5 Yield/Force Off 170(s) 51.5 112.5 14.5 112.5 Local Start Time (s) 19 59 0 19 Local Yield (s) 51.5 112.5 14.5 112.5 Local Yield 170(s) 51.5 112.5 14.5 112.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 12: Redwing/Bay & Drake Queues Long Bkgrd PM 12: Redwing/Bay & Drake 03/08/2018 Synchro 9 Light Report lb pm.syn Lane Group EBT WBL WBT NBL NBR SBT Lane Group Flow (vph) 1373 63 1737 37 111 1 v/c Ratio 0.54 0.19 0.60 0.29 0.48 0.01 Control Delay 8.2 1.4 1.5 57.5 16.5 0.0 Queue Delay 0.2 0.1 0.3 0.0 81.4 0.0 Total Delay 8.4 1.5 1.8 57.5 97.9 0.0 Queue Length 50th (ft) 225 0 0 28 0 0 Queue Length 95th (ft) 312 m4 62 62 55 0 Internal Link Dist (ft) 218 50 165 Turn Bay Length (ft) 80 120 Base Capacity (vph) 2555 654 2874 213 314 150 Starvation Cap Reductn 0 174 510 0 0 0 Spillback Cap Reductn 434 0 0 0 227 0 Storage Cap Reductn 000000 Reduced v/c Ratio 0.65 0.13 0.73 0.17 1.28 0.01 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 2010 TWSC Long Bkgrd AM 9: College & Thunderbird 03/08/2018 Synchro 9 Light Report lb am.syn Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 10 0 0 35 25 1680 5 30 1100 25 Future Vol, veh/h 0 0 10 0 0 35 25 1680 5 30 1100 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 11 0 0 37 26 1768 5 32 1158 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 592 - - 887 1184 0 0 1774 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.14 - - 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.92 - - 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver 0 0 385 0 0 247 319 - - 163 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 385 - - 247 319 - - 163 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.6 22.1 0.3 0.8 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 319 - - 385 247 163 - - HCM Lane V/C Ratio 0.082 - - 0.027 0.149 0.194 - - HCM Control Delay (s) 17.3 - - 14.6 22.1 32.3 - - HCM Lane LOS C - - B C D - - HCM 95th %tile Q(veh) 0.3 - - 0.1 0.5 0.7 - - HCM 2010 TWSC Long Bkgrd PM 9: College & Thunderbird 03/08/2018 Synchro 9 Light Report lb pm.syn Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 50 0 0 65 25 1965 30 55 2155 80 Future Vol, veh/h 0 0 50 0 0 65 25 1965 30 55 2155 80 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 53 0 0 68 26 2068 32 58 2268 84 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 1176 - - 1050 2353 0 0 2100 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.14 - - 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.92 - - 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver 0 0 158 0 0 192 82 - - 111 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 158 - - 192 82 - - 111 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 38.8 33.8 0.8 1.6 HCM LOS E D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 82 - - 158 192 111 - - HCM Lane V/C Ratio 0.321 - - 0.333 0.356 0.522 - - HCM Control Delay (s) 68.4 - - 38.8 33.8 68.3 - - HCM Lane LOS F - - E D F - - HCM 95th %tile Q(veh) 1.2 - - 1.4 1.5 2.4 - - HCM 2010 TWSC Long Bkgrd AM 10: McClelland & Thunderbird 03/08/2018 Synchro 9 Light Report lb am.syn Intersection Int Delay, s/veh 1.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 40 145 10 15 105 Future Vol, veh/h 5 40 145 10 15 105 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 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 42 153 11 16 111 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 300 158 0 0 163 0 Stage 1 158 - - - - - Stage 2 142 - - - - - Critical Hdwy 7.12 6.22 - - 4.12 - Critical Hdwy Stg 1 6.12 - - - - - Critical Hdwy Stg 2 6.12 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 652 887 - - 1416 - Stage 1 844 - - - - - Stage 2 861 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 646 887 - - 1416 - Mov Cap-2 Maneuver 646 - - - - - Stage 1 844 - - - - - Stage 2 851 - - - - - Approach WB NB SB HCM Control Delay, s 9.5 0 0.9 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 852 1416 - HCM Lane V/C Ratio - - 0.056 0.011 - HCM Control Delay (s) - - 9.5 7.6 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - HCM 2010 TWSC Long Bkgrd PM 10: McClelland & Thunderbird 03/08/2018 Synchro 9 Light Report lb pm.syn Intersection Int Delay, s/veh 3.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 45 110 185 25 40 140 Future Vol, veh/h 45 110 185 25 40 140 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 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 47 116 195 26 42 147 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 440 208 0 0 221 0 Stage 1 208 - - - - - Stage 2 232 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 574 832 - - 1348 - Stage 1 827 - - - - - Stage 2 807 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 554 832 - - 1348 - Mov Cap-2 Maneuver 554 - - - - - Stage 1 827 - - - - - Stage 2 780 - - - - - Approach WB NB SB HCM Control Delay, s 11.4 0 1.7 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 726 1348 - HCM Lane V/C Ratio - - 0.225 0.031 - HCM Control Delay (s) - - 11.4 7.8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.9 0.1 - APPENDIX F HCM 2010 Signalized Intersection Summary Short Total AM 3: College & Drake 07/19/2018 Synchro 9 Light Report st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 233 593 124 130 633 255 205 1224 135 105 818 179 Future Volume (veh/h) 233 593 124 130 633 255 205 1224 135 105 818 179 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 253 645 31 141 688 88 223 1330 35 114 889 57 Adj No. of Lanes 121121231231 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 331 992 444 328 813 364 317 1879 608 203 1711 533 Arrive On Green 0.26 0.56 0.56 0.08 0.23 0.23 0.09 0.37 0.37 0.06 0.34 0.34 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 3442 5085 1647 3442 5085 1583 Grp Volume(v), veh/h 253 645 31 141 688 88 223 1330 35 114 889 57 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1721 1695 1647 1721 1695 1583 Q Serve(g_s), s 11.5 13.9 1.0 6.5 20.4 5.0 6.9 24.6 1.5 3.5 15.5 2.7 Cycle Q Clear(g_c), s 11.5 13.9 1.0 6.5 20.4 5.0 6.9 24.6 1.5 3.5 15.5 2.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 331 992 444 328 813 364 317 1879 608 203 1711 533 V/C Ratio(X) 0.77 0.65 0.07 0.43 0.85 0.24 0.70 0.71 0.06 0.56 0.52 0.11 Avail Cap(c_a), veh/h 338 1046 468 328 853 381 407 1879 608 344 1711 533 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.5 20.4 17.6 28.7 40.5 34.6 48.5 29.6 22.3 50.4 29.4 25.1 Incr Delay (d2), s/veh 9.9 1.3 0.1 0.9 7.7 0.3 3.8 2.3 0.2 2.4 1.1 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.4 6.8 0.4 3.3 10.9 2.2 3.5 11.8 0.7 1.8 7.4 1.2 LnGrp Delay(d),s/veh 33.4 21.8 17.7 29.6 48.2 34.9 52.3 31.9 22.5 52.8 30.5 25.5 LnGrp LOS C C B CDCDCCDCC Approach Vol, veh/h 929 917 1588 1060 Approach Delay, s/veh 24.8 44.1 34.5 32.6 Approach LOS CDCC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.1 43.0 12.0 36.3 10.5 46.6 17.6 30.8 Change Period (Y+Rc), s 5.0 7.0 4.0 6.5 5.0 7.0 4.0 6.5 Max Green Setting (Gmax), s 12.0 36.0 8.0 31.5 10.0 38.0 14.0 25.5 Max Q Clear Time (g_c+I1), s 8.9 17.5 8.5 15.9 5.5 26.6 13.5 22.4 Green Ext Time (p_c), s 0.2 10.1 0.0 5.5 0.1 7.4 0.0 1.8 Intersection Summary HCM 2010 Ctrl Delay 34.0 HCM 2010 LOS C Timing Report, Sorted By Phase Short Total AM 3: College & Drake 07/19/2018 Synchro 9 Light Report st am.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max None None Maximum Split (s) 17 43 12 38 15 45 18 32 Maximum Split (%) 15.5% 39.1% 10.9% 34.5% 13.6% 40.9% 16.4% 29.1% Minimum Split (s) 11 32 11 30 11 33 11 30 Yellow Time (s) 35343534 All-Red Time (s) 2 2 1 2.5 2 2 1 2.5 Minimum Initial (s) 4 10 4 10 4 10 4 10 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 18 19 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 78 95 28 40 78 93 28 46 End Time (s) 95 28 40 78 93 28 46 78 Yield/Force Off (s) 90 21 36 71.5 88 21 42 71.5 Yield/Force Off 170(s) 90 3 36 71.5 88 2 42 71.5 Local Start Time (s) 57 74 7 19 57 72 7 25 Local Yield (s) 69 0 15 50.5 67 0 21 50.5 Local Yield 170(s) 69 92 15 50.5 67 91 21 50.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 21 (19%), Referenced to phase 6:NBT, Start of Yellow Splits and Phases: 3: College & Drake Queues Short Total AM 3: College & Drake 07/19/2018 Synchro 9 Light Report st am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 253 645 135 141 688 277 223 1330 147 114 889 195 v/c Ratio 0.84 0.68 0.25 0.51 0.89 0.51 0.60 0.73 0.21 0.39 0.52 0.29 Control Delay 60.7 34.8 10.1 27.4 55.2 11.3 53.8 32.9 3.6 50.9 30.0 4.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 60.7 34.8 10.1 27.4 55.2 11.3 53.8 32.9 3.6 50.9 30.0 4.9 Queue Length 50th (ft) 116 124 0 61 246 27 77 297 0 39 184 0 Queue Length 95th (ft) #266 234 83 104 #344 103 118 359 34 68 228 49 Internal Link Dist (ft) 303 485 273 320 Turn Bay Length (ft) 240 230 275 250 260 250 270 275 Base Capacity (vph) 303 975 547 279 795 555 392 1833 712 331 1722 680 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.83 0.66 0.25 0.51 0.87 0.50 0.57 0.73 0.21 0.34 0.52 0.29 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 Signalized Intersection Summary Short Total PM 3: College & Drake 07/19/2018 Synchro 9 Light Report st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 264 676 265 205 671 202 316 1352 156 269 1664 354 Future Volume (veh/h) 264 676 265 205 671 202 316 1352 156 269 1664 354 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 272 697 95 211 692 39 326 1394 61 277 1715 208 Adj No. of Lanes 121121231231 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 297 870 389 261 752 336 407 2052 665 361 1983 618 Arrive On Green 0.08 0.16 0.16 0.09 0.21 0.21 0.12 0.40 0.40 0.10 0.39 0.39 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 3442 5085 1647 3442 5085 1583 Grp Volume(v), veh/h 272 697 95 211 692 39 326 1394 61 277 1715 208 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1721 1695 1647 1721 1695 1583 Q Serve(g_s), s 13.9 22.7 6.3 11.0 23.0 2.4 11.1 27.0 2.8 9.4 37.2 11.1 Cycle Q Clear(g_c), s 13.9 22.7 6.3 11.0 23.0 2.4 11.1 27.0 2.8 9.4 37.2 11.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 297 870 389 261 752 336 407 2052 665 361 1983 618 V/C Ratio(X) 0.92 0.80 0.24 0.81 0.92 0.12 0.80 0.68 0.09 0.77 0.86 0.34 Avail Cap(c_a), veh/h 297 870 389 261 752 336 430 2052 665 402 1983 618 HCM Platoon Ratio 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.1 47.3 40.4 35.5 46.3 38.1 51.5 29.4 22.2 52.3 33.7 25.7 Incr Delay (d2), s/veh 31.3 5.4 0.3 17.0 16.5 0.2 9.9 1.8 0.3 7.9 5.3 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.3 11.8 2.8 2.8 13.0 1.1 5.8 13.0 1.3 4.9 18.3 5.1 LnGrp Delay(d),s/veh 65.5 52.7 40.7 52.5 62.8 38.3 61.4 31.2 22.4 60.2 39.0 27.2 LnGrp LOS E D D D E D E C C E D C Approach Vol, veh/h 1064 942 1781 2200 Approach Delay, s/veh 54.9 59.5 36.5 40.6 Approach LOS D E D D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 18.2 52.8 14.0 35.0 16.6 54.4 18.0 31.0 Change Period (Y+Rc), s 5.0 7.0 4.0 6.5 5.0 7.0 4.0 6.5 Max Green Setting (Gmax), s 14.0 45.0 10.0 28.5 13.0 46.0 14.0 24.5 Max Q Clear Time (g_c+I1), s 13.1 39.2 13.0 24.7 11.4 29.0 15.9 25.0 Green Ext Time (p_c), s 0.1 5.2 0.0 2.2 0.2 13.4 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 44.9 HCM 2010 LOS D Timing Report, Sorted By Phase Short Total PM 3: College & Drake 07/19/2018 Synchro 9 Light Report st pm.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None Max None None Maximum Split (s) 19 52 14 35 18 53 18 31 Maximum Split (%) 15.8% 43.3% 11.7% 29.2% 15.0% 44.2% 15.0% 25.8% Minimum Split (s) 11 32 11 30 11 33 11 30 Yellow Time (s) 35343534 All-Red Time (s) 2 2 1 2.5 2 2 1 2.5 Minimum Initial (s) 4 10 4 10 4 10 4 10 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 18 19 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 46 65 117 11 46 64 117 15 End Time (s) 65 117 11 46 64 117 15 46 Yield/Force Off (s) 60 110 7 39.5 59 110 11 39.5 Yield/Force Off 170(s) 60 92 7 39.5 59 91 11 39.5 Local Start Time (s) 56 75 7 21 56 74 7 25 Local Yield (s) 70 0 17 49.5 69 0 21 49.5 Local Yield 170(s) 70 102 17 49.5 69 101 21 49.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 95 Offset: 110 (92%), Referenced to phase 2:SBT, Start of Yellow Splits and Phases: 3: College & Drake Queues Short Total PM 3: College & Drake 07/19/2018 Synchro 9 Light Report st pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 272 697 273 211 692 208 326 1394 161 277 1715 365 v/c Ratio 0.98 0.86 0.50 0.91 0.99 0.42 0.80 0.72 0.22 0.73 0.91 0.48 Control Delay 91.9 67.7 27.4 70.5 78.3 7.9 66.6 33.3 4.3 63.7 42.9 11.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 91.9 67.7 27.4 70.5 78.3 7.9 66.6 33.3 4.3 63.7 42.9 11.1 Queue Length 50th (ft) 205 272 80 114 283 0 128 331 0 108 455 61 Queue Length 95th (ft) #342 #380 201 #245 #411 63 #193 388 43 155 526 147 Internal Link Dist (ft) 303 485 273 320 Turn Bay Length (ft) 240 230 275 250 260 250 270 275 Base Capacity (vph) 278 811 549 231 701 500 414 1940 742 387 1894 760 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.98 0.86 0.50 0.91 0.99 0.42 0.79 0.72 0.22 0.72 0.91 0.48 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 Signalized Intersection Summary Short Total PM 3: College & Drake Adjusted Signal Timing 07/19/2018 Synchro 9 Light Report st pm adj timing.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 264 676 265 205 671 202 316 1352 156 269 1664 354 Future Volume (veh/h) 264 676 265 205 671 202 316 1352 156 269 1664 354 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 272 697 93 211 692 39 326 1394 61 277 1715 208 Adj No. of Lanes 121121231231 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 297 870 389 261 752 336 407 2052 665 361 1983 618 Arrive On Green 0.08 0.16 0.16 0.09 0.21 0.21 0.12 0.40 0.40 0.10 0.39 0.39 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 3442 5085 1647 3442 5085 1583 Grp Volume(v), veh/h 272 697 93 211 692 39 326 1394 61 277 1715 208 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1721 1695 1647 1721 1695 1583 Q Serve(g_s), s 13.9 22.7 6.1 11.0 23.0 2.4 11.1 27.0 2.8 9.4 37.2 11.1 Cycle Q Clear(g_c), s 13.9 22.7 6.1 11.0 23.0 2.4 11.1 27.0 2.8 9.4 37.2 11.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 297 870 389 261 752 336 407 2052 665 361 1983 618 V/C Ratio(X) 0.92 0.80 0.24 0.81 0.92 0.12 0.80 0.68 0.09 0.77 0.86 0.34 Avail Cap(c_a), veh/h 297 870 389 261 752 336 430 2052 665 402 1983 618 HCM Platoon Ratio 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.1 47.3 40.4 35.5 46.3 38.1 51.5 29.4 22.2 52.3 33.7 25.7 Incr Delay (d2), s/veh 31.3 5.4 0.3 17.0 16.5 0.2 9.9 1.8 0.3 7.9 5.3 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.3 11.8 2.7 2.8 13.0 1.1 5.8 13.0 1.3 4.9 18.3 5.1 LnGrp Delay(d),s/veh 65.5 52.7 40.7 52.5 62.8 38.3 61.4 31.2 22.4 60.2 39.0 27.2 LnGrp LOS E D D D E D E C C E D C Approach Vol, veh/h 1062 942 1781 2200 Approach Delay, s/veh 54.9 59.4 36.5 40.6 Approach LOS D E D D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 18.2 52.8 14.0 35.0 16.6 54.4 18.0 31.0 Change Period (Y+Rc), s 5.0 7.0 4.0 6.5 5.0 7.0 4.0 6.5 Max Green Setting (Gmax), s 14.0 45.0 10.0 28.5 13.0 46.0 14.0 24.5 Max Q Clear Time (g_c+I1), s 13.1 39.2 13.0 24.7 11.4 29.0 15.9 25.0 Green Ext Time (p_c), s 0.1 5.2 0.0 2.2 0.2 13.4 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 44.9 HCM 2010 LOS D Timing Report, Sorted By Phase Short Total PM 3: College & Drake Adjusted Signal Timing 07/19/2018 Synchro 9 Light Report st pm adj timing.syn Phase Number 12345678 Movement NBL SBT WBL EBTL SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None Max None None Maximum Split (s) 19 52 14 35 18 53 18 31 Maximum Split (%) 15.8% 43.3% 11.7% 29.2% 15.0% 44.2% 15.0% 25.8% Minimum Split (s) 11 32 11 30 11 33 11 30 Yellow Time (s) 35343534 All-Red Time (s) 2 2 1 2.5 2 2 1 2.5 Minimum Initial (s) 4 10 4 10 4 10 4 10 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 18 19 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 46 65 117 11 46 64 117 15 End Time (s) 65 117 11 46 64 117 15 46 Yield/Force Off (s) 60 110 7 39.5 59 110 11 39.5 Yield/Force Off 170(s) 60 92 7 39.5 59 91 11 39.5 Local Start Time (s) 56 75 7 21 56 74 7 25 Local Yield (s) 70 0 17 49.5 69 0 21 49.5 Local Yield 170(s) 70 102 17 49.5 69 101 21 49.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 95 Offset: 110 (92%), Referenced to phase 2:SBT, Start of Yellow Splits and Phases: 3: College & Drake Queues Short Total PM 3: College & Drake Adjusted Signal Timing 07/19/2018 Synchro 9 Light Report st pm adj timing.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 272 697 273 211 692 208 326 1394 161 277 1715 365 v/c Ratio 0.98 0.86 0.50 0.91 0.99 0.42 0.80 0.72 0.22 0.73 0.91 0.48 Control Delay 92.0 67.7 27.4 70.5 78.3 7.9 66.6 33.3 4.3 63.7 42.9 11.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 92.0 67.7 27.4 70.5 78.3 7.9 66.6 33.3 4.3 63.7 42.9 11.1 Queue Length 50th (ft) 205 272 80 114 283 0 128 331 0 108 455 61 Queue Length 95th (ft) #342 #380 201 #245 #411 63 #193 388 43 155 526 147 Internal Link Dist (ft) 303 485 273 320 Turn Bay Length (ft) 240 230 275 250 260 250 270 275 Base Capacity (vph) 278 811 549 231 701 500 414 1940 742 387 1894 760 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.98 0.86 0.50 0.91 0.99 0.42 0.79 0.72 0.22 0.72 0.91 0.48 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 Signalized Intersection Summary Short Total AM 3: College & Drake Dual EB LT Lanes with Protected LT's on all legs 07/19/2018 Synchro 9 Light Report st am dual eb lt prot only.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 233 593 124 130 633 255 205 1224 135 105 818 179 Future Volume (veh/h) 233 593 124 130 633 255 205 1224 135 105 818 179 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 253 645 25 141 688 110 223 1330 48 114 889 59 Adj No. of Lanes 221121231231 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 341 834 373 184 850 380 317 1879 608 203 1711 533 Arrive On Green 0.13 0.31 0.31 0.10 0.24 0.24 0.09 0.37 0.37 0.06 0.34 0.34 Sat Flow, veh/h 3442 3539 1583 1774 3539 1583 3442 5085 1647 3442 5085 1583 Grp Volume(v), veh/h 253 645 25 141 688 110 223 1330 48 114 889 59 Grp Sat Flow(s),veh/h/ln 1721 1770 1583 1774 1770 1583 1721 1695 1647 1721 1695 1583 Q Serve(g_s), s 7.8 18.2 1.2 8.5 20.2 6.2 6.9 24.6 2.1 3.5 15.5 2.8 Cycle Q Clear(g_c), s 7.8 18.2 1.2 8.5 20.2 6.2 6.9 24.6 2.1 3.5 15.5 2.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 341 834 373 184 850 380 317 1879 608 203 1711 533 V/C Ratio(X) 0.74 0.77 0.07 0.77 0.81 0.29 0.70 0.71 0.08 0.56 0.52 0.11 Avail Cap(c_a), veh/h 375 949 425 194 949 425 407 1879 608 344 1711 533 HCM Platoon Ratio 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.4 35.1 29.3 48.0 39.4 34.1 48.5 29.6 22.5 50.4 29.4 25.2 Incr Delay (d2), s/veh 7.0 3.5 0.1 16.1 4.8 0.4 3.8 2.3 0.3 2.4 1.1 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.0 9.2 0.5 5.0 10.4 2.8 3.5 11.8 1.0 1.8 7.4 1.3 LnGrp Delay(d),s/veh 53.4 38.6 29.3 64.1 44.2 34.5 52.3 31.9 22.8 52.8 30.5 25.6 LnGrp LOS D D C E DCDCCDCC Approach Vol, veh/h 923 939 1601 1062 Approach Delay, s/veh 42.4 46.1 34.5 32.6 Approach LOS DDCC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.1 43.0 14.4 31.4 10.5 46.6 13.9 31.9 Change Period (Y+Rc), s 5.0 7.0 4.0 6.5 5.0 7.0 4.0 6.5 Max Green Setting (Gmax), s 12.0 36.0 11.0 28.5 10.0 38.0 11.0 28.5 Max Q Clear Time (g_c+I1), s 8.9 17.5 10.5 20.2 5.5 26.6 9.8 22.2 Green Ext Time (p_c), s 0.2 10.1 0.0 3.9 0.1 7.4 0.1 3.3 Intersection Summary HCM 2010 Ctrl Delay 38.1 HCM 2010 LOS D Timing Report, Sorted By Phase Short Total AM 3: College & Drake Dual EB LT Lanes with Protected LT's on all legs 07/19/2018 Synchro 9 Light Report st am dual eb lt prot only.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max None None Maximum Split (s) 17 43 15 35 15 45 15 35 Maximum Split (%) 15.5% 39.1% 13.6% 31.8% 13.6% 40.9% 13.6% 31.8% Minimum Split (s) 11 32 11 30 11 33 11 30 Yellow Time (s) 35343534 All-Red Time (s) 2 2 1 2.5 2 2 1 2.5 Minimum Initial (s) 4 10 4 10 4 10 4 10 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 18 19 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 78 95 28 43 78 93 28 43 End Time (s) 95 28 43 78 93 28 43 78 Yield/Force Off (s) 90 21 39 71.5 88 21 39 71.5 Yield/Force Off 170(s) 90 3 39 71.5 88 2 39 71.5 Local Start Time (s) 57 74 7 22 57 72 7 22 Local Yield (s) 69 0 18 50.5 67 0 18 50.5 Local Yield 170(s) 69 92 18 50.5 67 91 18 50.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 21 (19%), Referenced to phase 6:NBT, Start of Yellow Splits and Phases: 3: College & Drake Queues Short Total AM 3: College & Drake Dual EB LT Lanes with Protected LT's on all legs 07/19/2018 Synchro 9 Light Report st am dual eb lt prot only.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 253 645 135 141 688 277 223 1330 147 114 889 195 v/c Ratio 0.71 0.78 0.28 0.78 0.83 0.50 0.60 0.70 0.20 0.39 0.50 0.28 Control Delay 69.9 40.7 10.8 75.9 48.3 13.0 53.8 31.7 4.7 50.9 29.2 4.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.9 40.7 10.8 75.9 48.3 13.0 53.8 31.7 4.7 50.9 29.2 4.8 Queue Length 50th (ft) 91 136 0 98 236 39 77 297 0 39 184 0 Queue Length 95th (ft) #143 234 83 #198 307 116 118 359 42 68 228 49 Internal Link Dist (ft) 303 485 273 320 Turn Bay Length (ft) 240 230 275 250 260 250 270 275 Base Capacity (vph) 362 885 509 186 885 574 392 1890 719 331 1778 697 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.70 0.73 0.27 0.76 0.78 0.48 0.57 0.70 0.20 0.34 0.50 0.28 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 Signalized Intersection Summary Short Total PM 3: College & Drake Dual EB LT Lanes with Protected LT's only on all legs 07/19/2018 Synchro 9 Light Report st pm dual eb lt prot only.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 264 676 265 205 671 202 316 1352 156 269 1664 354 Future Volume (veh/h) 264 676 265 205 671 202 316 1352 156 269 1664 354 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 272 697 93 211 692 51 326 1394 57 277 1715 185 Adj No. of Lanes 221121231231 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 355 776 347 250 910 407 373 1937 627 361 1918 597 Arrive On Green 0.07 0.15 0.15 0.14 0.26 0.26 0.11 0.38 0.38 0.10 0.38 0.38 Sat Flow, veh/h 3442 3539 1583 1774 3539 1583 3442 5085 1647 3442 5085 1583 Grp Volume(v), veh/h 272 697 93 211 692 51 326 1394 57 277 1715 185 Grp Sat Flow(s),veh/h/ln 1721 1770 1583 1774 1770 1583 1721 1695 1647 1721 1695 1583 Q Serve(g_s), s 9.3 23.2 6.3 13.9 21.7 3.0 11.2 28.1 2.7 9.4 38.0 9.9 Cycle Q Clear(g_c), s 9.3 23.2 6.3 13.9 21.7 3.0 11.2 28.1 2.7 9.4 38.0 9.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 355 776 347 250 910 407 373 1937 627 361 1918 597 V/C Ratio(X) 0.77 0.90 0.27 0.84 0.76 0.13 0.87 0.72 0.09 0.77 0.89 0.31 Avail Cap(c_a), veh/h 373 782 350 251 910 407 373 1937 627 402 1918 597 HCM Platoon Ratio 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.4 49.9 42.6 50.3 41.2 34.2 52.7 31.7 23.8 52.3 35.1 26.3 Incr Delay (d2), s/veh 8.8 13.1 0.4 22.2 3.8 0.1 19.9 2.3 0.3 7.9 6.9 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 12.8 2.8 8.3 11.1 1.3 6.4 13.6 1.3 4.9 19.0 4.5 LnGrp Delay(d),s/veh 63.2 63.0 43.0 72.4 45.0 34.4 72.6 34.0 24.1 60.2 42.0 27.7 LnGrp LOS E E D E D C E C C E D C Approach Vol, veh/h 1062 954 1777 2177 Approach Delay, s/veh 61.3 50.5 40.8 43.1 Approach LOS E D D D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 17.0 51.3 19.9 31.8 16.6 51.7 15.4 36.3 Change Period (Y+Rc), s 5.0 7.0 4.0 6.5 5.0 7.0 4.0 6.5 Max Green Setting (Gmax), s 12.0 44.0 16.0 25.5 13.0 43.0 12.0 29.5 Max Q Clear Time (g_c+I1), s 13.2 40.0 15.9 25.2 11.4 30.1 11.3 23.7 Green Ext Time (p_c), s 0.0 3.6 0.0 0.1 0.2 10.7 0.1 3.2 Intersection Summary HCM 2010 Ctrl Delay 46.8 HCM 2010 LOS D Timing Report, Sorted By Phase Short Total PM 3: College & Drake Dual EB LT Lanes with Protected LT's only on all legs 07/19/2018 Synchro 9 Light Report st pm dual eb lt prot only.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None Max None None Maximum Split (s) 17 51 20 32 18 50 16 36 Maximum Split (%) 14.2% 42.5% 16.7% 26.7% 15.0% 41.7% 13.3% 30.0% Minimum Split (s) 11 32 11 30 11 33 11 30 Yellow Time (s) 35343534 All-Red Time (s) 2 2 1 2.5 2 2 1 2.5 Minimum Initial (s) 4 10 4 10 4 10 4 10 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 18 19 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 49 66 117 17 49 67 117 13 End Time (s) 66 117 17 49 67 117 13 49 Yield/Force Off (s) 61 110 13 42.5 62 110 9 42.5 Yield/Force Off 170(s) 61 92 13 42.5 62 91 9 42.5 Local Start Time (s) 59 76 7 27 59 77 7 23 Local Yield (s) 71 0 23 52.5 72 0 19 52.5 Local Yield 170(s) 71 102 23 52.5 72 101 19 52.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 95 Offset: 110 (92%), Referenced to phase 2:SBT, Start of Yellow Splits and Phases: 3: College & Drake Queues Short Total PM 3: College & Drake Dual EB LT Lanes with Protected LT's only on all legs 07/19/2018 Synchro 9 Light Report st pm dual eb lt prot only.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 272 697 273 211 692 208 326 1394 161 277 1715 365 v/c Ratio 0.77 0.95 0.53 0.88 0.82 0.37 0.91 0.77 0.23 0.73 0.93 0.47 Control Delay 66.4 78.5 28.4 85.8 51.4 7.0 82.0 36.8 4.7 63.7 46.2 8.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.4 78.5 28.4 85.8 51.4 7.0 82.0 36.8 4.7 63.7 46.2 8.9 Queue Length 50th (ft) 115 257 74 162 267 1 130 346 0 108 462 41 Queue Length 95th (ft) #169 #416 203 #301 341 61 #215 405 45 155 #565 121 Internal Link Dist (ft) 303 485 273 320 Turn Bay Length (ft) 240 230 275 250 260 250 270 275 Base Capacity (vph) 359 735 514 242 843 557 360 1818 706 387 1843 770 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.76 0.95 0.53 0.87 0.82 0.37 0.91 0.77 0.23 0.72 0.93 0.47 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 Signalized Intersection Summary Short Total AM 3: College & Drake Dual EB LT Lanes with Permissive WB LT's 07/19/2018 Synchro 9 Light Report st am dual eb lt perm wb lt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 233 593 124 130 633 255 205 1224 135 105 818 179 Future Volume (veh/h) 233 593 124 130 633 255 205 1224 135 105 818 179 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 253 645 0 141 688 134 223 1330 52 114 889 61 Adj No. of Lanes 221121231231 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 282 901 403 269 869 389 319 1988 644 201 1814 565 Arrive On Green 0.11 0.34 0.00 0.07 0.25 0.25 0.09 0.39 0.39 0.06 0.36 0.36 Sat Flow, veh/h 3442 3539 1583 1774 3539 1583 3442 5085 1647 3442 5085 1583 Grp Volume(v), veh/h 253 645 0 141 688 134 223 1330 52 114 889 61 Grp Sat Flow(s),veh/h/ln 1721 1770 1583 1774 1770 1583 1721 1695 1647 1721 1695 1583 Q Serve(g_s), s 8.0 17.5 0.0 6.5 20.0 7.7 6.9 23.7 2.2 3.5 15.0 2.8 Cycle Q Clear(g_c), s 8.0 17.5 0.0 6.5 20.0 7.7 6.9 23.7 2.2 3.5 15.0 2.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 282 901 403 269 869 389 319 1988 644 201 1814 565 V/C Ratio(X) 0.90 0.72 0.00 0.52 0.79 0.34 0.70 0.67 0.08 0.57 0.49 0.11 Avail Cap(c_a), veh/h 282 1046 468 269 1014 453 438 1988 644 250 1814 565 HCM Platoon Ratio 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.6 32.9 0.0 29.3 38.9 34.2 48.4 27.6 21.1 50.4 27.6 23.7 Incr Delay (d2), s/veh 29.1 2.0 0.0 1.8 3.8 0.5 3.0 1.8 0.2 2.5 1.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 8.8 0.0 3.3 10.2 3.4 3.4 11.4 1.0 1.8 7.2 1.3 LnGrp Delay(d),s/veh 77.6 34.9 0.0 31.1 42.6 34.7 51.4 29.4 21.3 53.0 28.5 24.1 LnGrp LOS E C CDCDCCDCC Approach Vol, veh/h 898 963 1605 1064 Approach Delay, s/veh 46.9 39.8 32.2 30.9 Approach LOS DDCC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.2 45.2 11.0 33.5 10.4 49.0 12.0 32.5 Change Period (Y+Rc), s 5.0 7.0 4.0 6.5 5.0 7.0 4.0 6.5 Max Green Setting (Gmax), s 13.0 36.0 7.0 31.5 7.0 42.0 8.0 30.5 Max Q Clear Time (g_c+I1), s 8.9 17.0 8.5 19.5 5.5 25.7 10.0 22.0 Green Ext Time (p_c), s 0.3 10.3 0.0 4.9 0.0 9.4 0.0 4.0 Intersection Summary HCM 2010 Ctrl Delay 36.4 HCM 2010 LOS D Timing Report, Sorted By Phase Short Total AM 3: College & Drake Dual EB LT Lanes with Permissive WB LT's 07/19/2018 Synchro 9 Light Report st am dual eb lt perm wb lt.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None C-Max None None Maximum Split (s) 18 43 11 38 12 49 12 37 Maximum Split (%) 16.4% 39.1% 10.0% 34.5% 10.9% 44.5% 10.9% 33.6% Minimum Split (s) 11 32 11 30 11 33 11 30 Yellow Time (s) 35343534 All-Red Time (s) 2 2 1 2.5 2 2 1 2.5 Minimum Initial (s) 4 10 4 10 4 10 4 10 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 18 19 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 77 95 28 39 77 89 28 40 End Time (s) 95 28 39 77 89 28 40 77 Yield/Force Off (s) 90 21 35 70.5 84 21 36 70.5 Yield/Force Off 170(s) 90 3 35 70.5 84 2 36 70.5 Local Start Time (s) 56 74 7 18 56 68 7 19 Local Yield (s) 69 0 14 49.5 63 0 15 49.5 Local Yield 170(s) 69 92 14 49.5 63 91 15 49.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 21 (19%), Referenced to phase 6:NBT, Start of Yellow Splits and Phases: 3: College & Drake Queues Short Total AM 3: College & Drake Dual EB LT Lanes with Permissive WB LT's 07/19/2018 Synchro 9 Light Report st am dual eb lt perm wb lt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 253 645 135 141 688 277 223 1330 147 114 889 195 v/c Ratio 0.93 0.72 0.25 0.58 0.80 0.51 0.58 0.65 0.19 0.45 0.48 0.27 Control Delay 99.1 37.8 8.0 31.9 45.5 15.3 52.2 28.4 4.2 54.8 28.3 4.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 99.1 37.8 8.0 31.9 45.5 15.3 52.2 28.4 4.2 54.8 28.3 4.8 Queue Length 50th (ft) 98 128 0 63 233 53 77 283 0 40 180 0 Queue Length 95th (ft) #178 240 75 106 299 132 117 336 39 70 228 49 Internal Link Dist (ft) 303 485 273 320 Turn Bay Length (ft) 240 230 275 250 260 250 270 275 Base Capacity (vph) 271 975 578 243 945 581 422 2031 762 254 1834 712 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.93 0.66 0.23 0.58 0.73 0.48 0.53 0.65 0.19 0.45 0.48 0.27 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 Signalized Intersection Summary Short Total PM 3: College & Drake Dual EB LT Lanes with Permissive WB LT's 07/19/2018 HCM 2010 Signalized Intersection Summary st pm dual eb lt perm wb lt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 264 676 265 205 671 202 316 1352 156 269 1664 354 Future Volume (veh/h) 264 676 265 205 671 202 316 1352 156 269 1664 354 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 272 697 81 211 692 43 326 1394 58 277 1715 228 Adj No. of Lanes 221121231231 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 355 877 392 248 807 361 407 2077 673 365 2015 627 Arrive On Green 0.07 0.17 0.17 0.08 0.23 0.23 0.12 0.41 0.41 0.11 0.40 0.40 Sat Flow, veh/h 3442 3539 1583 1774 3539 1583 3442 5085 1647 3442 5085 1583 Grp Volume(v), veh/h 272 697 81 211 692 43 326 1394 58 277 1715 228 Grp Sat Flow(s),veh/h/ln 1721 1770 1583 1774 1770 1583 1721 1695 1647 1721 1695 1583 Q Serve(g_s), s 9.3 22.7 5.3 10.0 22.5 2.6 11.1 26.8 2.6 9.4 36.9 12.2 Cycle Q Clear(g_c), s 9.3 22.7 5.3 10.0 22.5 2.6 11.1 26.8 2.6 9.4 36.9 12.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 355 877 392 248 807 361 407 2077 673 365 2015 627 V/C Ratio(X) 0.77 0.79 0.21 0.85 0.86 0.12 0.80 0.67 0.09 0.76 0.85 0.36 Avail Cap(c_a), veh/h 373 929 416 248 841 376 430 2077 673 459 2015 627 HCM Platoon Ratio 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.4 47.1 39.8 36.7 44.5 36.8 51.5 28.9 21.8 52.1 33.0 25.5 Incr Delay (d2), s/veh 8.8 4.6 0.3 23.3 8.6 0.1 9.9 1.7 0.3 5.6 4.8 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 11.7 2.4 3.7 11.9 1.1 5.8 12.9 1.2 4.7 18.0 5.6 LnGrp Delay(d),s/veh 63.2 51.7 40.1 59.9 53.0 36.9 61.4 30.7 22.0 57.7 37.8 27.2 LnGrp LOS E D D E D D E C C E D C Approach Vol, veh/h 1050 946 1778 2220 Approach Delay, s/veh 53.8 53.8 36.0 39.2 Approach LOS DDDD Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 18.2 53.6 13.0 35.2 16.7 55.0 15.4 32.9 Change Period (Y+Rc), s 5.0 7.0 4.0 6.5 5.0 7.0 4.0 6.5 Max Green Setting (Gmax), s 14.0 44.0 9.0 30.5 15.0 43.0 12.0 27.5 Max Q Clear Time (g_c+I1), s 13.1 38.9 12.0 24.7 11.4 28.8 11.3 24.5 Green Ext Time (p_c), s 0.1 4.7 0.0 3.1 0.3 11.6 0.1 1.8 Intersection Summary HCM 2010 Ctrl Delay 43.1 HCM 2010 LOS D Timing Report, Sorted By Phase Short Total PM 3: College & Drake Dual EB LT Lanes with Permissive WB LT's 07/19/2018 Timing Report, Sorted By Phase st pm dual eb lt perm wb lt.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None Max None None Maximum Split (s) 19 51 13 37 20 50 16 34 Maximum Split (%) 15.8% 42.5% 10.8% 30.8% 16.7% 41.7% 13.3% 28.3% Minimum Split (s) 11 32 11 30 11 33 11 30 Yellow Time (s) 35343534 All-Red Time (s) 2 2 1 2.5 2 2 1 2.5 Minimum Initial (s) 4 10 4 10 4 10 4 10 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 18 19 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 47 66 117 10 47 67 117 13 End Time (s) 66 117 10 47 67 117 13 47 Yield/Force Off (s) 61 110 6 40.5 62 110 9 40.5 Yield/Force Off 170(s) 61 92 6 40.5 62 91 9 40.5 Local Start Time (s) 57 76 7 20 57 77 7 23 Local Yield (s) 71 0 16 50.5 72 0 19 50.5 Local Yield 170(s) 71 102 16 50.5 72 101 19 50.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 110 (92%), Referenced to phase 2:SBT, Start of Yellow Splits and Phases: 3: College & Drake Queues Short Total PM 3: College & Drake Dual EB LT Lanes with Permissive WB LT's 07/19/2018 Queues st pm dual eb lt perm wb lt.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 272 697 273 211 692 208 326 1394 161 277 1715 365 v/c Ratio 0.77 0.82 0.47 0.93 0.90 0.39 0.80 0.74 0.22 0.67 0.91 0.49 Control Delay 66.4 64.1 24.1 74.7 60.9 7.3 66.6 35.4 4.6 58.7 43.6 13.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.4 64.1 24.1 74.7 60.9 7.3 66.6 35.4 4.6 58.7 43.6 13.7 Queue Length 50th (ft) 115 265 67 112 273 0 128 346 0 106 462 82 Queue Length 95th (ft) #169 365 193 #239 #376 61 #193 405 45 152 #565 172 Internal Link Dist (ft) 303 485 273 320 Turn Bay Length (ft) 240 230 275 250 260 250 270 275 Base Capacity (vph) 359 867 587 226 784 534 414 1878 724 442 1885 740 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.76 0.80 0.47 0.93 0.88 0.39 0.79 0.74 0.22 0.63 0.91 0.49 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 TWSC Short Total AM 15: Site Access/Kmart Access & Drake 07/19/2018 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 124 917 8 0 951 66 0 0 30 3 0 52 Future Vol, veh/h 124 917 8 0 951 66 0 0 30 3 0 52 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - - - - - - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 136 1008 9 0 1045 73 0 0 33 3 0 57 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1118 0 0 - - 0 - - 508 1857 2370 559 Stage 1 - - - - - - - - - 1081 1081 - Stage 2 - - - - - - - - - 776 1289 - Critical Hdwy 4.14 - - - - - - - 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - - - - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - - - - 6.54 5.54 - Follow-up Hdwy 2.22 - - - - - - - 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 620 - - 0 - - 0 0 510 45 34 472 Stage 1 - - - 0 - - 0 0 - 232 292 - Stage 2 - - - 0 - - 0 0 - 356 232 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 620 - - - - - - - 510 35 27 472 Mov Cap-2 Maneuver - - - - - - - - - 35 27 - Stage 1 - - - - - - - - - 181 292 - Stage 2 - - - - - - - - - 260 181 - Approach EB WB NB SB HCM Control Delay, s 1.5 0 12.5 21.3 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBT WBR SBLn1 Capacity (veh/h) 510 620 ---- 281 HCM Lane V/C Ratio 0.065 0.22 ---- 0.215 HCM Control Delay (s) 12.5 12.4 ---- 21.3 HCM Lane LOS B B ----C HCM 95th %tile Q(veh) 0.2 0.8 ---- 0.8 HCM 2010 TWSC Short Total PM 15: Site Access/Kmart Access & Drake 07/19/2018 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 18.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 138 1139 15 0 1300 41 0 0 48 18 0 143 Future Vol, veh/h 138 1139 15 0 1300 41 0 0 48 18 0 143 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - - - - - - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 141 1162 15 0 1327 42 0 0 49 18 0 146 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1368 0 0 - - 0 - - 589 2210 2806 684 Stage 1 - - - - - - - - - 1347 1347 - Stage 2 - - - - - - - - - 863 1459 - Critical Hdwy 4.14 - - - - - - - 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - - - - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - - - - 6.54 5.54 - Follow-up Hdwy 2.22 - - - - - - - 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 498 - - 0 - - 0 0 452 24 18 391 Stage 1 - - - 0 - - 0 0 - 159 218 - Stage 2 - - - 0 - - 0 0 - 316 192 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 498 - - - - - - - 452 ~ 17 13 391 Mov Cap-2 Maneuver - - - - - - - - - ~ 17 13 - Stage 1 - - - - - - - - - 114 218 - Stage 2 - - - - - - - - - 202 138 - Approach EB WB NB SB HCM Control Delay, s 1.6 0 13.9 $ 315.8 HCM LOS B F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBT WBR SBLn1 Capacity (veh/h) 452 498 ---- 113 HCM Lane V/C Ratio 0.108 0.283 ---- 1.454 HCM Control Delay (s) 13.9 15.1 ----$ 315.8 HCM Lane LOS B C ----F HCM 95th %tile Q(veh) 0.4 1.2 ---- 11.7 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 2010 Signalized Intersection Summary Short Total AM 6: McClelland & Drake 07/19/2018 Synchro 9 Light Report st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 973 69 35 968 0 103 6 76 0 7 0 Future Volume (veh/h) 0 973 69 35 968 0 103 6 76 0 7 0 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 0 1863 1863 1863 0 1863 0 Adj Flow Rate, veh/h 0 1145 77 41 1139 0 121 70080 Adj No. of Lanes 020120111010 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 022220222020 Cap, veh/h 0 2002 135 258 2439 0 167 175 149 0 32 0 Arrive On Green 0.00 0.20 0.19 0.04 0.69 0.00 0.09 0.09 0.00 0.00 0.02 0.00 Sat Flow, veh/h 0 3459 226 1774 3632 0 1774 1863 1583 0 1863 0 Grp Volume(v), veh/h 0 602 620 41 1139 0 121 70080 Grp Sat Flow(s),veh/h/ln 0 1770 1823 1774 1770 0 1774 1863 1583 0 1863 0 Q Serve(g_s), s 0.0 33.8 33.9 0.9 16.2 0.0 7.3 0.4 0.0 0.0 0.5 0.0 Cycle Q Clear(g_c), s 0.0 33.8 33.9 0.9 16.2 0.0 7.3 0.4 0.0 0.0 0.5 0.0 Prop In Lane 0.00 0.12 1.00 0.00 1.00 1.00 0.00 0.00 Lane Grp Cap(c), veh/h 0 1053 1084 258 2439 0 167 175 149 0 32 0 V/C Ratio(X) 0.00 0.57 0.57 0.16 0.47 0.00 0.73 0.04 0.00 0.00 0.25 0.00 Avail Cap(c_a), veh/h 0 1053 1084 284 2439 0 355 373 317 0 373 0 HCM Platoon Ratio 1.00 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.88 0.88 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 31.5 31.5 13.4 7.8 0.0 48.4 45.3 0.0 0.0 53.4 0.0 Incr Delay (d2), s/veh 0.0 2.0 1.9 0.3 0.6 0.0 5.9 0.1 0.0 0.0 4.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 17.2 17.7 0.5 8.1 0.0 3.8 0.2 0.0 0.0 0.3 0.0 LnGrp Delay(d),s/veh 0.0 33.5 33.5 13.7 8.5 0.0 54.3 45.4 0.0 0.0 57.5 0.0 LnGrp LOS C C B A D D E Approach Vol, veh/h 1222 1180 128 8 Approach Delay, s/veh 33.5 8.7 53.8 57.5 Approach LOS C A D E Timer 12345678 Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 9.9 10.4 71.4 18.3 81.8 Change Period (Y+Rc), s 9.0 7.5 7.0 9.0 7.0 Max Green Setting (Gmax), s 21.0 4.5 31.0 21.0 43.0 Max Q Clear Time (g_c+I1), s 2.5 2.9 35.9 9.3 18.2 Green Ext Time (p_c), s 0.0 0.0 0.0 0.2 17.9 Intersection Summary HCM 2010 Ctrl Delay 23.0 HCM 2010 LOS C Timing Report, Sorted By Phase Short Total AM 6: McClelland & Drake 07/19/2018 Synchro 9 Light Report st am.syn Phase Number 23468 Movement SBT WBL EBT NBTL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None C-Max Maximum Split (s) 30 12 38 30 50 Maximum Split (%) 27.3% 10.9% 34.5% 27.3% 45.5% Minimum Split (s) 30 12 29 30 28.5 Yellow Time (s) 66666 All-Red Time (s) 3 1.5 1 3 1 Minimum Initial (s) 44444 Vehicle Extension (s) 33333 Minimum Gap (s) 33333 Time Before Reduce (s) 00000 Time To Reduce (s) 00000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Start Time (s) 96 46 58 16 46 End Time (s) 16 58 96 46 96 Yield/Force Off (s) 7 50.5 89 37 89 Yield/Force Off 170(s) 106 50.5 78 26 78 Local Start Time (s) 0 60 72 30 60 Local Yield (s) 21 64.5 103 51 103 Local Yield 170(s) 10 64.5 92 40 92 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 115 Offset: 96 (87%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 6: McClelland & Drake Queues Short Total AM 6: McClelland & Drake 07/19/2018 Synchro 9 Light Report st am.syn Lane Group EBT WBL WBT NBL NBT NBR SBT Lane Group Flow (vph) 1226 41 1139 121 7 89 8 v/c Ratio 0.57 0.15 0.47 0.56 0.03 0.23 0.07 Control Delay 9.9 8.6 8.2 54.0 39.7 1.5 49.1 Queue Delay 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.0 8.6 8.2 54.0 39.7 1.5 49.1 Queue Length 50th (ft) 72 7 117 81 4 0 5 Queue Length 95th (ft) 464 m15 172 127 16 0 20 Internal Link Dist (ft) 50 312 83 228 Turn Bay Length (ft) 160 150 150 Base Capacity (vph) 2159 266 2448 342 372 479 372 Starvation Cap Reductn 106 000000 Spillback Cap Reductn 0 0 107 2000 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.60 0.15 0.49 0.36 0.02 0.19 0.02 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 2010 Signalized Intersection Summary Short Total PM 6: McClelland & Drake 07/19/2018 Synchro 9 Light Report st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1150 111 57 1386 0 142 8 142 0 6 0 Future Volume (veh/h) 0 1150 111 57 1386 0 142 8 142 0 6 0 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 0 1863 1863 1863 0 1863 0 Adj Flow Rate, veh/h 0 1237 115 61 1490 0 153 90060 Adj No. of Lanes 020120111010 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 Percent Heavy Veh, % 022220222020 Cap, veh/h 0 1969 183 270 2452 0 194 204 173 0 27 0 Arrive On Green 0.00 0.60 0.59 0.07 1.00 0.00 0.11 0.11 0.00 0.00 0.01 0.00 Sat Flow, veh/h 0 3368 304 1774 3632 0 1774 1863 1583 0 1863 0 Grp Volume(v), veh/h 0 667 685 61 1490 0 153 90060 Grp Sat Flow(s),veh/h/ln 0 1770 1809 1774 1770 0 1774 1863 1583 0 1863 0 Q Serve(g_s), s 0.0 28.9 29.2 1.5 0.0 0.0 10.1 0.5 0.0 0.0 0.4 0.0 Cycle Q Clear(g_c), s 0.0 28.9 29.2 1.5 0.0 0.0 10.1 0.5 0.0 0.0 0.4 0.0 Prop In Lane 0.00 0.17 1.00 0.00 1.00 1.00 0.00 0.00 Lane Grp Cap(c), veh/h 0 1064 1088 270 2452 0 194 204 173 0 27 0 V/C Ratio(X) 0.00 0.63 0.63 0.23 0.61 0.00 0.79 0.04 0.00 0.00 0.22 0.00 Avail Cap(c_a), veh/h 0 1064 1088 344 2452 0 237 248 211 0 171 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.87 0.87 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 15.3 15.4 11.7 0.0 0.0 52.1 47.8 0.0 0.0 58.5 0.0 Incr Delay (d2), s/veh 0.0 2.4 2.4 0.4 1.1 0.0 13.4 0.1 0.0 0.0 4.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 14.8 15.2 0.7 0.4 0.0 5.7 0.3 0.0 0.0 0.2 0.0 LnGrp Delay(d),s/veh 0.0 17.8 17.8 12.1 1.1 0.0 65.5 47.9 0.0 0.0 62.6 0.0 LnGrp LOS BBBA ED E Approach Vol, veh/h 1352 1551 162 6 Approach Delay, s/veh 17.8 1.6 64.5 62.6 Approach LOS BAEE Timer 12345678 Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 9.7 11.0 78.2 21.1 89.1 Change Period (Y+Rc), s 9.0 7.5 7.0 9.0 7.0 Max Green Setting (Gmax), s 10.0 8.5 54.0 15.0 70.0 Max Q Clear Time (g_c+I1), s 2.4 3.5 31.2 12.1 2.0 Green Ext Time (p_c), s 0.0 0.0 19.4 0.1 45.1 Intersection Summary HCM 2010 Ctrl Delay 12.1 HCM 2010 LOS B Notes Timing Report, Sorted By Phase Short Total PM 6: McClelland & Drake 07/19/2018 Synchro 9 Light Report st pm.syn Phase Number 23468 Movement SBT WBL EBT NBTL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None C-Max Maximum Split (s) 19 16 61 24 77 Maximum Split (%) 15.8% 13.3% 50.8% 20.0% 64.2% Minimum Split (s) 18 16 29 23 28.5 Yellow Time (s) 66666 All-Red Time (s) 3 1.5 1 3 1 Minimum Initial (s) 44444 Vehicle Extension (s) 33333 Minimum Gap (s) 33333 Time Before Reduce (s) 00000 Time To Reduce (s) 00000 Walk Time (s) 4 Flash Dont Walk (s) 10 Dual Entry Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Start Time (s) 101 24 40 0 24 End Time (s) 0 40 101 24 101 Yield/Force Off (s) 111 32.5 94 15 94 Yield/Force Off 170(s) 111 32.5 84 15 94 Local Start Time (s) 7 50 66 26 50 Local Yield (s) 17 58.5 0 41 0 Local Yield 170(s) 17 58.5 110 41 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 94 (78%), Referenced to phase 4:EBT and 8:WBTL, Start of Yellow Splits and Phases: 6: McClelland & Drake Queues Short Total PM 6: McClelland & Drake 07/19/2018 Synchro 9 Light Report st pm.syn Lane Group EBT WBL WBT NBL NBT NBR SBT Lane Group Flow (vph) 1356 61 1490 153 9 153 6 v/c Ratio 0.64 0.27 0.60 0.66 0.04 0.41 0.06 Control Delay 13.0 6.3 4.3 62.6 43.4 6.5 54.2 Queue Delay 0.1 0.0 0.2 2.6 0.0 0.0 0.0 Total Delay 13.1 6.3 4.5 65.2 43.4 6.5 54.2 Queue Length 50th (ft) 113 4 60 113 6 0 5 Queue Length 95th (ft) 595 m10 m104 182 21 35 19 Internal Link Dist (ft) 50 312 83 228 Turn Bay Length (ft) 160 150 150 Base Capacity (vph) 2109 251 2465 250 272 390 170 Starvation Cap Reductn 67 0 292 0000 Spillback Cap Reductn 0 0 79 35 0 0 0 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.66 0.24 0.69 0.71 0.03 0.39 0.04 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 2010 Signalized Intersection Summary Short Total AM 12: Redwing/Bay & Drake 07/19/2018 Synchro 9 Light Report st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1012 9 83 971 17 6 0 30 0 0 1 Future Volume (veh/h) 0 1012 9 83 971 17 6 0 30 0 0 1 Number 7 4 14 3 8 18 5 2 12 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 1824 1863 0 1937 Adj Flow Rate, veh/h 0 1191 11 98 1142 20 7 0 0 Adj No. of Lanes 020120101 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 022222202 Cap, veh/h 0 2655 25 441 3026 53 32 0 29 Arrive On Green 0.00 0.74 0.73 0.10 1.00 1.00 0.02 0.00 0.00 Sat Flow, veh/h 0 3686 33 1774 3559 62 1774 0 1647 Grp Volume(v), veh/h 0 586 616 98 568 594 7 0 0 Grp Sat Flow(s),veh/h/ln 0 1770 1857 1774 1770 1852 1774 0 1647 Q Serve(g_s), s 0.0 14.2 14.2 1.2 0.0 0.0 0.4 0.0 0.0 Cycle Q Clear(g_c), s 0.0 14.2 14.2 1.2 0.0 0.0 0.4 0.0 0.0 Prop In Lane 0.00 0.02 1.00 0.03 1.00 1.00 Lane Grp Cap(c), veh/h 0 1308 1372 441 1505 1575 32 0 29 V/C Ratio(X) 0.00 0.45 0.45 0.22 0.38 0.38 0.22 0.00 0.00 Avail Cap(c_a), veh/h 0 1308 1372 920 1505 1575 355 0 329 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.88 0.88 0.88 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 5.6 5.6 3.4 0.0 0.0 53.3 0.0 0.0 Incr Delay (d2), s/veh 0.0 1.1 1.1 0.2 0.6 0.6 3.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 7.2 7.6 0.6 0.3 0.3 0.2 0.0 0.0 LnGrp Delay(d),s/veh 0.0 6.7 6.7 3.6 0.6 0.6 56.7 0.0 0.0 LnGrp LOS AAAAAE Approach Vol, veh/h 1202 1260 7 Approach Delay, s/veh 6.7 0.9 56.7 Approach LOS A A E Timer 12345678 Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 10.0 12.2 87.8 100.0 Change Period (Y+Rc), s 9.0 7.5 7.5 7.5 Max Green Setting (Gmax), s 21.0 34.5 30.5 72.5 Max Q Clear Time (g_c+I1), s 2.4 3.2 16.2 2.0 Green Ext Time (p_c), s 0.0 0.2 11.2 30.0 Intersection Summary HCM 2010 Ctrl Delay 3.9 HCM 2010 LOS A Timing Report, Sorted By Phase Short Total AM 12: Redwing/Bay & Drake 07/19/2018 Synchro 9 Light Report st am.syn Phase Number 3458 Movement WBL EBT NBL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Yes Yes Recall Mode None C-Max None C-Max Maximum Split (s) 42 38 30 80 Maximum Split (%) 38.2% 34.5% 27.3% 72.7% Minimum Split (s) 12.5 22.5 14 22.5 Yellow Time (s) 6666 All-Red Time (s) 1.5 1.5 3 1.5 Minimum Initial (s) 5454 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 4 Flash Dont Walk (s) 10 Dual Entry No Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 30 72 0 30 End Time (s) 72 0 30 0 Yield/Force Off (s) 64.5 102.5 21 102.5 Yield/Force Off 170(s) 64.5 92.5 21 102.5 Local Start Time (s) 30 72 0 30 Local Yield (s) 64.5 102.5 21 102.5 Local Yield 170(s) 64.5 92.5 21 102.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 12: Redwing/Bay & Drake Queues Short Total AM 12: Redwing/Bay & Drake 07/19/2018 Synchro 9 Light Report st am.syn Lane Group EBT WBL WBT NBL NBR SBT Lane Group Flow (vph) 1202 98 1162 7 35 1 v/c Ratio 0.48 0.25 0.39 0.07 0.16 0.00 Control Delay 8.2 2.5 1.4 49.3 1.6 0.0 Queue Delay 0.1 0.1 0.1 0.0 1.3 0.0 Total Delay 8.3 2.5 1.5 49.3 2.9 0.0 Queue Length 50th (ft) 200 2 12 5 0 0 Queue Length 95th (ft) 245 6 31 18 0 0 Internal Link Dist (ft) 218 50 165 Turn Bay Length (ft) 80 120 Base Capacity (vph) 2490 753 3002 330 433 208 Starvation Cap Reductn 0 139 715 0 0 0 Spillback Cap Reductn 301 0 0 0 300 0 Storage Cap Reductn 000000 Reduced v/c Ratio 0.55 0.16 0.51 0.02 0.26 0.00 Intersection Summary HCM 2010 Signalized Intersection Summary Short Total PM 12: Redwing/Bay & Drake 07/19/2018 Synchro 9 Light Report st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1158 4 56 1469 3 33 0 103 0 0 1 Future Volume (veh/h) 0 1158 4 56 1469 3 33 0 103 0 0 1 Number 7 4 14 3 8 18 5 2 12 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 1824 1863 0 1937 Adj Flow Rate, veh/h 0 1232 4 60 1563 3 35 0 3 Adj No. of Lanes 020120101 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 022222202 Cap, veh/h 0 2822 9 438 3183 6 68 0 63 Arrive On Green 0.00 0.78 0.77 0.09 1.00 1.00 0.04 0.00 0.04 Sat Flow, veh/h 0 3712 12 1774 3624 7 1774 0 1647 Grp Volume(v), veh/h 0 602 634 60 763 803 35 0 3 Grp Sat Flow(s),veh/h/ln 0 1770 1861 1774 1770 1862 1774 0 1647 Q Serve(g_s), s 0.0 13.6 13.6 0.7 0.0 0.0 2.3 0.0 0.2 Cycle Q Clear(g_c), s 0.0 13.6 13.6 0.7 0.0 0.0 2.3 0.0 0.2 Prop In Lane 0.00 0.01 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1380 1451 438 1554 1635 68 0 63 V/C Ratio(X) 0.00 0.44 0.44 0.14 0.49 0.49 0.52 0.00 0.05 Avail Cap(c_a), veh/h 0 1380 1451 854 1554 1635 229 0 213 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.76 0.76 0.76 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 4.4 4.4 2.6 0.0 0.0 56.6 0.0 55.6 Incr Delay (d2), s/veh 0.0 1.0 1.0 0.1 0.8 0.8 5.9 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 6.9 7.3 0.3 0.4 0.4 1.2 0.0 0.1 LnGrp Delay(d),s/veh 0.0 5.4 5.4 2.7 0.8 0.8 62.6 0.0 55.9 LnGrp LOS AAAAAE E Approach Vol, veh/h 1236 1626 38 Approach Delay, s/veh 5.4 0.9 62.0 Approach LOS A A E Timer 12345678 Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 8.1 11.8 100.1 111.9 Change Period (Y+Rc), s 4.5 7.5 7.5 7.5 Max Green Setting (Gmax), s 14.5 32.5 53.5 93.5 Max Q Clear Time (g_c+I1), s 4.3 2.7 15.6 2.0 Green Ext Time (p_c), s 0.0 0.1 28.0 48.1 Intersection Summary HCM 2010 Ctrl Delay 3.6 HCM 2010 LOS A Timing Report, Sorted By Phase Short Total PM 12: Redwing/Bay & Drake 07/19/2018 Synchro 9 Light Report st pm.syn Phase Number 3458 Movement WBL EBT NBL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 40 61 19 101 Maximum Split (%) 33.3% 50.8% 15.8% 84.2% Minimum Split (s) 12.5 18 9.5 22.5 Yellow Time (s) 6 6 3.5 6 All-Red Time (s) 1.5 1.5 1 1.5 Minimum Initial (s) 5454 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 19 59 0 19 End Time (s) 59 0 19 0 Yield/Force Off (s) 51.5 112.5 14.5 112.5 Yield/Force Off 170(s) 51.5 112.5 14.5 112.5 Local Start Time (s) 19 59 0 19 Local Yield (s) 51.5 112.5 14.5 112.5 Local Yield 170(s) 51.5 112.5 14.5 112.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 12: Redwing/Bay & Drake Queues Short Total PM 12: Redwing/Bay & Drake 07/19/2018 Synchro 9 Light Report st pm.syn Lane Group EBT WBL WBT NBL NBR SBT Lane Group Flow (vph) 1236 60 1566 35 110 1 v/c Ratio 0.48 0.16 0.54 0.28 0.48 0.01 Control Delay 7.4 1.2 1.3 57.4 16.8 0.0 Queue Delay 0.1 0.1 0.2 0.0 81.7 0.0 Total Delay 7.6 1.3 1.6 57.4 98.5 0.0 Queue Length 50th (ft) 187 0 0 26 0 0 Queue Length 95th (ft) 263 m5 65 59 55 0 Internal Link Dist (ft) 218 50 165 Turn Bay Length (ft) 80 120 Base Capacity (vph) 2563 686 2878 213 313 150 Starvation Cap Reductn 0 214 539 0 0 0 Spillback Cap Reductn 411 0 0 0 227 0 Storage Cap Reductn 000000 Reduced v/c Ratio 0.57 0.13 0.67 0.16 1.28 0.01 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 2010 TWSC Short Total AM 23: College & RT Access 07/19/2018 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 6 0 1564 1045 27 Future Vol, veh/h 0 6 0 1564 1045 27 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 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 7 0 1738 1161 30 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 596 - 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 7.14 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.92 - - - - Pot Cap-1 Maneuver 0 383 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 383 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 14.6 0 0 HCM LOS B Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity (veh/h) - 383 - - HCM Lane V/C Ratio - 0.017 - - HCM Control Delay (s) - 14.6 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.1 - - HCM 2010 TWSC Short Total PM 24: College & RT Access 07/19/2018 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 17 0 1824 2080 51 Future Vol, veh/h 0 17 0 1824 2080 51 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 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 17 0 1861 2122 52 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 1087 - 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 7.14 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.92 - - - - Pot Cap-1 Maneuver 0 181 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 181 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 27 0 0 HCM LOS D Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity (veh/h) - 181 - - HCM Lane V/C Ratio - 0.096 - - HCM Control Delay (s) - 27 - - HCM Lane LOS - D - - HCM 95th %tile Q(veh) - 0.3 - - HCM 2010 TWSC Short Total AM 9: College & Thunderbird 07/19/2018 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 21 0 0 32 32 1532 0 27 1005 19 Future Vol, veh/h 0 0 21 0 0 32 32 1532 0 27 1005 19 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 24 0 0 36 36 1721 0 30 1129 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 575 - - 861 1151 0 0 1721 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.14 - - 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.92 - - 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver 0 0 395 0 0 257 331 - - 173 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 395 - - 257 331 - - 173 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.7 21.3 0.4 0.8 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 331 - - 395 257 173 - - HCM Lane V/C Ratio 0.109 - - 0.06 0.14 0.175 - - HCM Control Delay (s) 17.2 - - 14.7 21.3 30.2 - - HCM Lane LOS C - - B C D - - HCM 95th %tile Q(veh) 0.4 - - 0.2 0.5 0.6 - - HCM 2010 TWSC Short Total PM 9: College & Thunderbird 07/19/2018 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 54 0 0 62 52 1762 27 54 1967 76 Future Vol, veh/h 0 0 54 0 0 62 52 1762 27 54 1967 76 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 58 0 0 67 56 1895 29 58 2115 82 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 1098 - - 962 2197 0 0 1924 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.14 - - 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.92 - - 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver 0 0 178 0 0 220 99 - - 137 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 178 - - 220 99 - - 137 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 34.7 28.3 2.3 1.3 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 99 - - 178 220 137 - - HCM Lane V/C Ratio 0.565 - - 0.326 0.303 0.424 - - HCM Control Delay (s) 80.7 - - 34.7 28.3 49.3 - - HCM Lane LOS F - - D D E - - HCM 95th %tile Q(veh) 2.6 - - 1.3 1.2 1.9 - - HCM 2010 TWSC Short Total AM 21: Thunderbird & Site Access 07/19/2018 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 15 39 15 14 3 Future Vol, veh/h 1 15 39 15 14 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 18 46 18 16 4 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 64 0 - 0 75 55 Stage 1 - - - - 55 - Stage 2 - - - - 20 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1538 - - - 928 1012 Stage 1 - - - - 968 - Stage 2 - - - - 1003 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1538 - - - 927 1012 Mov Cap-2 Maneuver - - - - 927 - Stage 1 - - - - 968 - Stage 2 - - - - 1002 - Approach EB WB SB HCM Control Delay, s 0.5 0 8.9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1538 - - - 941 HCM Lane V/C Ratio 0.001 - - - 0.021 HCM Control Delay (s) 7.3 0 - - 8.9 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 2010 TWSC Short Total PM 22: Thunderbird & Site Access 07/19/2018 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 55 144 29 10 6 Future Vol, veh/h 0 55 144 29 10 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 65 169 34 12 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 204 0 - 0 251 186 Stage 1 - - - - 186 - Stage 2 - - - - 65 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1368 - - - 738 856 Stage 1 - - - - 846 - Stage 2 - - - - 958 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1368 - - - 738 856 Mov Cap-2 Maneuver - - - - 738 - Stage 1 - - - - 846 - Stage 2 - - - - 958 - Approach EB WB SB HCM Control Delay, s 0 0 9.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1368 - - - 778 HCM Lane V/C Ratio ---- 0.024 HCM Control Delay (s) 0 - - - 9.7 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 2010 TWSC Short Total AM 10: McClelland & Thunderbird 07/19/2018 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 1.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 6 36 133 7 9 103 Future Vol, veh/h 6 36 133 7 9 103 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 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 40 149 8 10 116 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 289 153 0 0 157 0 Stage 1 153 - - - - - Stage 2 136 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 702 893 - - 1423 - Stage 1 875 - - - - - Stage 2 890 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 696 893 - - 1423 - Mov Cap-2 Maneuver 696 - - - - - Stage 1 875 - - - - - Stage 2 883 - - - - - Approach WB NB SB HCM Control Delay, s 9.4 0 0.6 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 858 1423 - HCM Lane V/C Ratio - - 0.055 0.007 - HCM Control Delay (s) - - 9.4 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - HCM 2010 TWSC Short Total PM 10: McClelland & Thunderbird 07/19/2018 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 3.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 46 104 175 21 34 128 Future Vol, veh/h 46 104 175 21 34 128 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 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 50 113 190 23 37 139 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 415 202 0 0 213 0 Stage 1 202 - - - - - Stage 2 213 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 594 839 - - 1357 - Stage 1 832 - - - - - Stage 2 823 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 576 839 - - 1357 - Mov Cap-2 Maneuver 576 - - - - - Stage 1 832 - - - - - Stage 2 798 - - - - - Approach WB NB SB HCM Control Delay, s 11.3 0 1.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 736 1357 - HCM Lane V/C Ratio - - 0.222 0.027 - HCM Control Delay (s) - - 11.3 7.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.8 0.1 - HCM 2010 TWSC Short Total AM 19: McClelland & Site Access 07/19/2018 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 18 166 3 4 107 Future Vol, veh/h 5 18 166 3 4 107 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 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 20 184 3 4 119 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 314 186 0 0 188 0 Stage 1 186 - - - - - Stage 2 128 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 679 856 - - 1386 - Stage 1 846 - - - - - Stage 2 898 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 677 856 - - 1386 - Mov Cap-2 Maneuver 677 - - - - - Stage 1 846 - - - - - Stage 2 895 - - - - - Approach WB NB SB HCM Control Delay, s 9.6 0 0.3 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 809 1386 - HCM Lane V/C Ratio - - 0.032 0.003 - HCM Control Delay (s) - - 9.6 7.6 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 2010 TWSC Short Total PM 20: McClelland & Site Access 07/19/2018 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 3 12 270 9 15 159 Future Vol, veh/h 3 12 270 9 15 159 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 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 13 293 10 16 173 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 503 298 0 0 303 0 Stage 1 298 - - - - - Stage 2 205 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 528 741 - - 1258 - Stage 1 753 - - - - - Stage 2 829 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 521 741 - - 1258 - Mov Cap-2 Maneuver 521 - - - - - Stage 1 753 - - - - - Stage 2 817 - - - - - Approach WB NB SB HCM Control Delay, s 10.4 0 0.7 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 683 1258 - HCM Lane V/C Ratio - - 0.024 0.013 - HCM Control Delay (s) - - 10.4 7.9 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 2010 TWSC Short Total AM 17: McClelland & RT Access 07/19/2018 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 4 181 3 0 111 Future Vol, veh/h 0 4 181 3 0 111 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 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 4 201 3 0 123 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 203 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - - - Pot Cap-1 Maneuver 0 838 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 838 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 9.3 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 838 - HCM Lane V/C Ratio - - 0.005 - HCM Control Delay (s) - - 9.3 - HCM Lane LOS - - A - HCM 95th %tile Q(veh) - - 0 - HCM 2010 TWSC Short Total PM 18: McClelland & RT Access 07/19/2018 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 15 277 5 0 174 Future Vol, veh/h 0 15 277 5 0 174 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 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 16 301 5 0 189 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 304 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - - - Pot Cap-1 Maneuver 0 736 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 736 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 10 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 736 - HCM Lane V/C Ratio - - 0.022 - HCM Control Delay (s) - - 10 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.1 - APPENDIX G HCM 2010 Signalized Intersection Summary Long Total AM 3: College & Drake 07/19/2018 Synchro 9 Light Report lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 255 650 135 140 695 280 225 1340 150 120 905 195 Future Volume (veh/h) 255 650 135 140 695 280 225 1340 150 120 905 195 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 268 684 10 147 732 157 237 1411 55 126 953 63 Adj No. of Lanes 221221231231 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 364 1037 464 236 906 405 330 2076 672 213 1902 592 Arrive On Green 0.03 0.10 0.10 0.07 0.26 0.26 0.10 0.41 0.41 0.06 0.37 0.37 Sat Flow, veh/h 3442 3539 1583 3442 3539 1583 3442 5085 1647 3442 5085 1583 Grp Volume(v), veh/h 268 684 10 147 732 157 237 1411 55 126 953 63 Grp Sat Flow(s),veh/h/ln 1721 1770 1583 1721 1770 1583 1721 1695 1647 1721 1695 1583 Q Serve(g_s), s 8.5 20.5 0.6 4.6 21.3 9.0 7.4 25.0 2.2 3.9 15.9 2.9 Cycle Q Clear(g_c), s 8.5 20.5 0.6 4.6 21.3 9.0 7.4 25.0 2.2 3.9 15.9 2.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 364 1037 464 236 906 405 330 2076 672 213 1902 592 V/C Ratio(X) 0.74 0.66 0.02 0.62 0.81 0.39 0.72 0.68 0.08 0.59 0.50 0.11 Avail Cap(c_a), veh/h 407 1142 511 282 1014 453 407 2076 672 219 1902 592 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 51.6 44.4 35.4 49.8 38.4 33.8 48.3 26.7 19.9 50.3 26.5 22.4 Incr Delay (d2), s/veh 6.1 1.2 0.0 3.1 4.5 0.6 4.6 1.8 0.2 4.0 0.9 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 10.3 0.3 2.3 10.9 4.0 3.7 12.0 1.1 2.0 7.6 1.3 LnGrp Delay(d),s/veh 57.7 45.6 35.4 52.9 42.9 34.4 52.9 28.5 20.2 54.3 27.5 22.8 LnGrp LOS E DDDDCDCCDCC Approach Vol, veh/h 962 1036 1703 1142 Approach Delay, s/veh 48.9 43.0 31.6 30.2 Approach LOS DDCC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.6 47.2 10.6 37.7 10.8 50.9 14.6 33.7 Change Period (Y+Rc), s 5.0 7.0 4.0 6.5 5.0 7.0 4.0 6.5 Max Green Setting (Gmax), s 12.0 33.0 8.0 34.5 6.0 39.0 12.0 30.5 Max Q Clear Time (g_c+I1), s 9.4 17.9 6.6 22.5 5.9 27.0 10.5 23.3 Green Ext Time (p_c), s 0.2 9.5 0.1 5.3 0.0 8.1 0.2 3.8 Intersection Summary HCM 2010 Ctrl Delay 37.1 HCM 2010 LOS D Timing Report, Sorted By Phase Long Total AM 3: College & Drake 07/19/2018 Synchro 9 Light Report lt am.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None Max None None Maximum Split (s) 17 40 12 41 11 46 16 37 Maximum Split (%) 15.5% 36.4% 10.9% 37.3% 10.0% 41.8% 14.5% 33.6% Minimum Split (s) 11 32 11 30 11 33 11 30 Yellow Time (s) 35343534 All-Red Time (s) 2 2 1 2.5 2 2 1 2.5 Minimum Initial (s) 4 10 4 10 4 10 4 10 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 18 19 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 60 77 7 19 60 71 7 23 End Time (s) 77 7 19 60 71 7 23 60 Yield/Force Off (s) 72 0 15 53.5 66 0 19 53.5 Yield/Force Off 170(s) 72 92 15 53.5 66 91 19 53.5 Local Start Time (s) 60 77 7 19 60 71 7 23 Local Yield (s) 72 0 15 53.5 66 0 19 53.5 Local Yield 170(s) 72 92 15 53.5 66 91 19 53.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 0 (0%), Referenced to phase 2:SBT, Start of Yellow Splits and Phases: 3: College & Drake Queues Long Total AM 3: College & Drake 07/19/2018 Synchro 9 Light Report lt am.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 268 684 142 147 732 295 237 1411 158 126 953 205 v/c Ratio 0.70 0.68 0.24 0.55 0.83 0.53 0.63 0.76 0.22 0.55 0.58 0.31 Control Delay 59.3 45.0 13.3 56.9 46.4 16.5 54.7 33.4 4.6 59.1 32.5 5.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 59.3 45.0 13.3 56.9 46.4 16.5 54.7 33.4 4.6 59.1 32.5 5.2 Queue Length 50th (ft) 104 187 6 52 249 63 82 321 0 45 210 0 Queue Length 95th (ft) 149 330 107 86 321 148 125 382 42 77 258 53 Internal Link Dist (ft) 303 485 273 320 Turn Bay Length (ft) 240 230 275 250 260 250 270 275 Base Capacity (vph) 392 1065 615 271 945 581 392 1860 717 231 1648 666 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.68 0.64 0.23 0.54 0.77 0.51 0.60 0.76 0.22 0.55 0.58 0.31 Intersection Summary HCM 2010 Signalized Intersection Summary Long Total PM 3: College & Drake 07/19/2018 Synchro 9 Light Report lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 290 750 295 220 780 220 370 1485 170 295 1820 415 Future Volume (veh/h) 290 750 295 220 780 220 370 1485 170 295 1820 415 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 296 765 135 224 796 54 378 1515 69 301 1857 291 Adj No. of Lanes 221221231231 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 344 947 424 287 888 397 430 1952 632 382 1881 586 Arrive On Green 0.07 0.18 0.18 0.08 0.25 0.25 0.13 0.38 0.38 0.11 0.37 0.37 Sat Flow, veh/h 3442 3539 1583 3442 3539 1583 3442 5085 1647 3442 5085 1583 Grp Volume(v), veh/h 296 765 135 224 796 54 378 1515 69 301 1857 291 Grp Sat Flow(s),veh/h/ln 1721 1770 1583 1721 1770 1583 1721 1695 1647 1721 1695 1583 Q Serve(g_s), s 10.2 24.9 8.9 7.7 26.1 3.2 13.0 31.4 3.2 10.2 43.5 17.0 Cycle Q Clear(g_c), s 10.2 24.9 8.9 7.7 26.1 3.2 13.0 31.4 3.2 10.2 43.5 17.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 344 947 424 287 888 397 430 1952 632 382 1881 586 V/C Ratio(X) 0.86 0.81 0.32 0.78 0.90 0.14 0.88 0.78 0.11 0.79 0.99 0.50 Avail Cap(c_a), veh/h 344 959 429 287 900 402 430 1952 632 402 1881 586 HCM Platoon Ratio 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 55.1 46.3 39.7 53.9 43.4 34.9 51.6 32.4 23.8 52.0 37.5 29.2 Incr Delay (d2), s/veh 19.2 5.1 0.4 13.0 11.5 0.2 18.4 3.1 0.3 9.7 17.9 3.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.8 12.9 3.9 4.2 14.1 1.4 7.2 15.1 1.5 5.4 23.4 7.9 LnGrp Delay(d),s/veh 74.4 51.4 40.1 66.9 54.9 35.0 70.0 35.5 24.1 61.6 55.5 32.2 LnGrp LOS E D D E D D E D C E E C Approach Vol, veh/h 1196 1074 1962 2449 Approach Delay, s/veh 55.8 56.4 41.8 53.5 Approach LOS E E D D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 19.0 50.4 13.0 37.6 17.3 52.1 15.0 35.6 Change Period (Y+Rc), s 5.0 7.0 4.0 6.5 5.0 7.0 4.0 6.5 Max Green Setting (Gmax), s 14.0 43.0 9.0 31.5 13.0 44.0 11.0 29.5 Max Q Clear Time (g_c+I1), s 15.0 45.5 9.7 26.9 12.2 33.4 12.2 28.1 Green Ext Time (p_c), s 0.0 0.0 0.0 3.0 0.1 9.5 0.0 1.0 Intersection Summary HCM 2010 Ctrl Delay 50.9 HCM 2010 LOS D Timing Report, Sorted By Phase Long Total PM 3: College & Drake 07/19/2018 Synchro 9 Light Report lt pm.syn Phase Number 12345678 Movement NBL SBT WBL EBT SBL NBT EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None Max None None Maximum Split (s) 19 50 13 38 18 51 15 36 Maximum Split (%) 15.8% 41.7% 10.8% 31.7% 15.0% 42.5% 12.5% 30.0% Minimum Split (s) 11 32 11 30 11 33 11 30 Yellow Time (s) 35343534 All-Red Time (s) 2 2 1 2.5 2 2 1 2.5 Minimum Initial (s) 4 10 4 10 4 10 4 10 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 Flash Dont Walk (s) 18 19 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 48 67 117 10 48 66 117 12 End Time (s) 67 117 10 48 66 117 12 48 Yield/Force Off (s) 62 110 6 41.5 61 110 8 41.5 Yield/Force Off 170(s) 62 92 6 41.5 61 91 8 41.5 Local Start Time (s) 58 77 7 20 58 76 7 22 Local Yield (s) 72 0 16 51.5 71 0 18 51.5 Local Yield 170(s) 72 102 16 51.5 71 101 18 51.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 95 Offset: 110 (92%), Referenced to phase 2:SBT, Start of Yellow Splits and Phases: 3: College & Drake Queues Long Total PM 3: College & Drake 07/19/2018 Synchro 9 Light Report lt pm.syn Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 296 765 301 224 796 224 378 1515 173 301 1857 423 v/c Ratio 0.89 0.86 0.52 0.81 0.95 0.39 0.91 0.82 0.24 0.79 1.03 0.60 Control Delay 77.3 64.9 29.8 76.7 65.2 6.9 79.2 38.3 5.2 67.1 67.1 19.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 14.0 0.0 0.0 0.0 0.0 0.0 Total Delay 77.3 64.9 29.8 76.7 65.2 6.9 93.1 38.3 5.2 67.1 67.1 19.2 Queue Length 50th (ft) 125 300 107 89 320 1 151 384 4 118 ~564 134 Queue Length 95th (ft) #205 #406 228 #153 #445 62 #241 447 50 #180 #661 242 Internal Link Dist (ft) 303 485 273 320 Turn Bay Length (ft) 240 230 275 250 260 250 270 275 Base Capacity (vph) 331 894 577 276 839 568 414 1850 718 387 1802 709 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 0000003500003 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.89 0.86 0.52 0.81 0.95 0.39 1.00 0.82 0.24 0.78 1.03 0.60 Intersection Summary ~ 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. HCM 2010 TWSC Long Total AM 15: Site Access/Kmart Access & Drake 07/19/2018 Synchro 9 Light Report lt am.syn Intersection Int Delay, s/veh 6.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 125 990 10 0 1035 80 0 0 30 20 0 105 Future Vol, veh/h 125 990 10 0 1035 80 0 0 30 20 0 105 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - - - - - - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 132 1042 11 0 1089 84 0 0 32 21 0 111 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1174 0 0 - - 0 - - 526 1916 2448 587 Stage 1 - - - - - - - - - 1132 1132 - Stage 2 - - - - - - - - - 784 1316 - Critical Hdwy 4.14 - - - - - - - 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - - - - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - - - - 6.54 5.54 - Follow-up Hdwy 2.22 - - - - - - - 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 591 - - 0 - - 0 0 496 41 31 453 Stage 1 - - - 0 - - 0 0 - 216 276 - Stage 2 - - - 0 - - 0 0 - 352 226 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 591 - - - - - - - 496 32 24 453 Mov Cap-2 Maneuver - - - - - - - - - 32 24 - Stage 1 - - - - - - - - - 168 276 - Stage 2 - - - - - - - - - 256 176 - Approach EB WB NB SB HCM Control Delay, s 1.4 0 12.8 109.9 HCM LOS B F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBT WBR SBLn1 Capacity (veh/h) 496 591 ---- 146 HCM Lane V/C Ratio 0.064 0.223 ---- 0.901 HCM Control Delay (s) 12.8 12.8 ---- 109.9 HCM Lane LOS B B ----F HCM 95th %tile Q(veh) 0.2 0.8 ---- 6.2 HCM 2010 TWSC Long Total PM 15: Site Access/Kmart Access & Drake 07/19/2018 Synchro 9 Light Report lt pm.syn Intersection Int Delay, s/veh 148.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 195 1250 15 0 1430 135 0 0 50 35 0 175 Future Vol, veh/h 195 1250 15 0 1430 135 0 0 50 35 0 175 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - - - - - - 0 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 199 1276 15 0 1459 138 0 0 51 36 0 179 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1597 0 0 - - 0 - - 645 2564 3217 798 Stage 1 - - - - - - - - - 1528 1528 - Stage 2 - - - - - - - - - 1036 1689 - Critical Hdwy 4.14 - - - - - - - 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - - - - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - - - - 6.54 5.54 - Follow-up Hdwy 2.22 - - - - - - - 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 406 - - 0 - - 0 0 415 ~ 13 10 329 Stage 1 - - - 0 - - 0 0 - 123 178 - Stage 2 - - - 0 - - 0 0 - 248 148 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 406 - - - - - - - 415 ~ 7 5 329 Mov Cap-2 Maneuver - - - - - - - - - ~ 7 5 - Stage 1 - - - - - - - - - 63 178 - Stage 2 - - - - - - - - - 111 75 - Approach EB WB NB SB HCM Control Delay, s 3 0 14.9 $ 2296.8 HCM LOS B F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBT WBR SBLn1 Capacity (veh/h) 415 406 ---- 38 HCM Lane V/C Ratio 0.123 0.49 ---- 5.639 HCM Control Delay (s) 14.9 22.1 ---$ - 2296.8 HCM Lane LOS B C ----F HCM 95th %tile Q(veh) 0.4 2.6 ---- 25.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 2010 Signalized Intersection Summary Long Total AM 6: McClelland & Drake 07/19/2018 Synchro 9 Light Report lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1045 75 40 1110 0 115 10 80 0 10 0 Future Volume (veh/h) 0 1045 75 40 1110 0 115 10 80 0 10 0 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 0 1863 1863 1863 0 1863 0 Adj Flow Rate, veh/h 0 1100 76 42 1168 0 121 11 0 0 11 0 Adj No. of Lanes 020120111010 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 022220222020 Cap, veh/h 0 1999 138 265 2429 0 167 176 149 0 36 0 Arrive On Green 0.00 0.20 0.19 0.06 1.00 0.00 0.09 0.09 0.00 0.00 0.02 0.00 Sat Flow, veh/h 0 3453 232 1774 3632 0 1774 1863 1583 0 1863 0 Grp Volume(v), veh/h 0 579 597 42 1168 0 121 11 0 0 11 0 Grp Sat Flow(s),veh/h/ln 0 1770 1822 1774 1770 0 1774 1863 1583 0 1863 0 Q Serve(g_s), s 0.0 32.4 32.5 0.9 0.0 0.0 7.3 0.6 0.0 0.0 0.6 0.0 Cycle Q Clear(g_c), s 0.0 32.4 32.5 0.9 0.0 0.0 7.3 0.6 0.0 0.0 0.6 0.0 Prop In Lane 0.00 0.13 1.00 0.00 1.00 1.00 0.00 0.00 Lane Grp Cap(c), veh/h 0 1053 1084 265 2429 0 167 176 149 0 36 0 V/C Ratio(X) 0.00 0.55 0.55 0.16 0.48 0.00 0.72 0.06 0.00 0.00 0.30 0.00 Avail Cap(c_a), veh/h 0 1053 1084 297 2429 0 355 373 317 0 373 0 HCM Platoon Ratio 1.00 0.33 0.33 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.91 0.91 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 30.9 31.0 12.6 0.0 0.0 48.4 45.4 0.0 0.0 53.2 0.0 Incr Delay (d2), s/veh 0.0 1.9 1.8 0.3 0.7 0.0 5.8 0.1 0.0 0.0 4.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 16.5 16.9 0.5 0.2 0.0 3.8 0.3 0.0 0.0 0.4 0.0 LnGrp Delay(d),s/veh 0.0 32.8 32.8 12.8 0.7 0.0 54.2 45.5 0.0 0.0 57.8 0.0 LnGrp LOS C C B A D D E Approach Vol, veh/h 1176 1210 132 11 Approach Delay, s/veh 32.8 1.1 53.5 57.8 Approach LOS C A D E Timer 12345678 Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 10.1 10.0 71.5 18.4 81.5 Change Period (Y+Rc), s 9.0 7.5 7.0 9.0 7.0 Max Green Setting (Gmax), s 21.0 4.5 31.0 21.0 43.0 Max Q Clear Time (g_c+I1), s 2.6 2.9 34.5 9.3 2.0 Green Ext Time (p_c), s 0.0 0.0 0.0 0.3 24.9 Intersection Summary HCM 2010 Ctrl Delay 18.8 HCM 2010 LOS B Notes Timing Report, Sorted By Phase Long Total AM 6: McClelland & Drake 07/19/2018 Synchro 9 Light Report lt am.syn Phase Number 23468 Movement SBT WBL EBT NBTL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None C-Max Maximum Split (s) 30 12 38 30 50 Maximum Split (%) 27.3% 10.9% 34.5% 27.3% 45.5% Minimum Split (s) 18 11 29 23 28.5 Yellow Time (s) 66666 All-Red Time (s) 3 1.5 1 3 1 Minimum Initial (s) 4 3.5 4 4 4 Vehicle Extension (s) 33333 Minimum Gap (s) 33333 Time Before Reduce (s) 00000 Time To Reduce (s) 00000 Walk Time (s) 4 Flash Dont Walk (s) 10 Dual Entry Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Start Time (s) 101 51 63 21 51 End Time (s) 21 63 101 51 101 Yield/Force Off (s) 12 55.5 94 42 94 Yield/Force Off 170(s) 12 55.5 84 42 94 Local Start Time (s) 7 67 79 37 67 Local Yield (s) 28 71.5 0 58 0 Local Yield 170(s) 28 71.5 100 58 0 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 94 (85%), Referenced to phase 4:EBT and 8:WBTL, Start of Yellow Splits and Phases: 6: McClelland & Drake Queues Long Total AM 6: McClelland & Drake 07/19/2018 Synchro 9 Light Report lt am.syn Lane Group EBT WBL WBT NBL NBT NBR SBT Lane Group Flow (vph) 1179 42 1168 121 11 84 11 v/c Ratio 0.55 0.15 0.48 0.56 0.05 0.22 0.09 Control Delay 10.6 3.2 2.5 54.0 40.0 1.4 49.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.7 3.2 2.5 54.0 40.0 1.4 49.4 Queue Length 50th (ft) 48 2 26 81 7 0 7 Queue Length 95th (ft) 484 m6 67 136 23 0 26 Internal Link Dist (ft) 50 312 83 228 Turn Bay Length (ft) 160 150 150 Base Capacity (vph) 2156 280 2445 342 372 479 372 Starvation Cap Reductn 69 000000 Spillback Cap Reductn 0000000 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.56 0.15 0.48 0.35 0.03 0.18 0.03 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 2010 Signalized Intersection Summary Long Total PM 6: McClelland & Drake 07/19/2018 Synchro 9 Light Report lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1305 120 65 1540 0 160 10 155 0 10 0 Future Volume (veh/h) 0 1305 120 65 1540 0 160 10 155 0 10 0 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 0 1863 1863 1863 0 1863 0 Adj Flow Rate, veh/h 0 1374 122 68 1621 0 168 11 0 0 11 0 Adj No. of Lanes 020120111010 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 022220222020 Cap, veh/h 0 1934 171 229 2408 0 209 219 186 0 35 0 Arrive On Green 0.00 0.59 0.58 0.08 1.00 0.00 0.12 0.12 0.00 0.00 0.02 0.00 Sat Flow, veh/h 0 3383 291 1774 3632 0 1774 1863 1583 0 1863 0 Grp Volume(v), veh/h 0 736 760 68 1621 0 168 11 0 0 11 0 Grp Sat Flow(s),veh/h/ln 0 1770 1811 1774 1770 0 1774 1863 1583 0 1863 0 Q Serve(g_s), s 0.0 35.2 35.8 1.7 0.0 0.0 11.1 0.6 0.0 0.0 0.7 0.0 Cycle Q Clear(g_c), s 0.0 35.2 35.8 1.7 0.0 0.0 11.1 0.6 0.0 0.0 0.7 0.0 Prop In Lane 0.00 0.16 1.00 0.00 1.00 1.00 0.00 0.00 Lane Grp Cap(c), veh/h 0 1040 1065 229 2408 0 209 219 186 0 35 0 V/C Ratio(X) 0.00 0.71 0.71 0.30 0.67 0.00 0.80 0.05 0.00 0.00 0.32 0.00 Avail Cap(c_a), veh/h 0 1040 1065 302 2408 0 237 248 211 0 171 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.82 0.82 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 0.0 17.4 17.6 14.7 0.0 0.0 51.6 47.0 0.0 0.0 58.1 0.0 Incr Delay (d2), s/veh 0.0 3.4 3.4 0.7 1.5 0.0 16.3 0.1 0.0 0.0 5.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 18.2 18.7 0.9 0.5 0.0 6.4 0.3 0.0 0.0 0.4 0.0 LnGrp Delay(d),s/veh 0.0 20.8 21.0 15.4 1.5 0.0 67.9 47.1 0.0 0.0 63.3 0.0 LnGrp LOS C C B A E D E Approach Vol, veh/h 1496 1689 179 11 Approach Delay, s/veh 20.9 2.1 66.6 63.3 Approach LOS C A E E Timer 12345678 Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 10.2 11.1 76.6 22.1 87.6 Change Period (Y+Rc), s 9.0 7.5 7.0 9.0 7.0 Max Green Setting (Gmax), s 10.0 8.5 54.0 15.0 70.0 Max Q Clear Time (g_c+I1), s 2.7 3.7 37.8 13.1 2.0 Green Ext Time (p_c), s 0.0 0.0 15.0 0.1 51.2 Intersection Summary HCM 2010 Ctrl Delay 14.0 HCM 2010 LOS B Notes Timing Report, Sorted By Phase Long Total PM 6: McClelland & Drake 07/19/2018 Synchro 9 Light Report lt pm.syn Phase Number 23468 Movement SBT WBL EBT NBTL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None None C-Max None C-Max Maximum Split (s) 19 16 61 24 77 Maximum Split (%) 15.8% 13.3% 50.8% 20.0% 64.2% Minimum Split (s) 18 16 29 23 28.5 Yellow Time (s) 66666 All-Red Time (s) 3 1.5 1 3 1 Minimum Initial (s) 44444 Vehicle Extension (s) 33333 Minimum Gap (s) 33333 Time Before Reduce (s) 00000 Time To Reduce (s) 00000 Walk Time (s) 4 Flash Dont Walk (s) 10 Dual Entry Yes No Yes Yes Yes Inhibit Max Yes Yes Yes Yes Yes Start Time (s) 101 24 40 0 24 End Time (s) 0 40 101 24 101 Yield/Force Off (s) 111 32.5 94 15 94 Yield/Force Off 170(s) 111 32.5 84 15 94 Local Start Time (s) 7 50 66 26 50 Local Yield (s) 17 58.5 0 41 0 Local Yield 170(s) 17 58.5 110 41 0 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 94 (78%), Referenced to phase 4:EBT and 8:WBTL, Start of Yellow Splits and Phases: 6: McClelland & Drake Queues Long Total PM 6: McClelland & Drake 07/19/2018 Synchro 9 Light Report lt pm.syn Lane Group EBT WBL WBT NBL NBT NBR SBT Lane Group Flow (vph) 1500 68 1621 168 11 163 11 v/c Ratio 0.72 0.36 0.67 0.69 0.04 0.42 0.10 Control Delay 14.8 18.3 5.8 63.3 43.2 7.8 54.6 Queue Delay 0.1 0.0 0.3 2.9 0.0 0.0 0.0 Total Delay 14.9 18.3 6.1 66.2 43.2 7.8 54.6 Queue Length 50th (ft) 124 5 74 124 7 0 8 Queue Length 95th (ft) #753 m14 m515 201 25 44 28 Internal Link Dist (ft) 50 312 83 228 Turn Bay Length (ft) 160 150 150 Base Capacity (vph) 2076 212 2436 256 278 395 170 Starvation Cap Reductn 44 0 285 0000 Spillback Cap Reductn 0 0 66 32 0 0 0 Storage Cap Reductn 0000000 Reduced v/c Ratio 0.74 0.32 0.75 0.75 0.04 0.41 0.06 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 2010 Signalized Intersection Summary Long Total AM 12: Redwing/Bay & Drake 07/19/2018 Synchro 9 Light Report lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1090 10 85 1110 20 10 0 30 0 0 5 Future Volume (veh/h) 0 1090 10 85 1110 20 10 0 30 0 0 5 Number 7 4 14 3 8 18 5 2 12 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 1824 1863 0 1937 Adj Flow Rate, veh/h 0 1147 11 89 1168 21 11 0 0 Adj No. of Lanes 020120101 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 022222202 Cap, veh/h 0 2789 27 481 3155 57 39 0 36 Arrive On Green 0.00 0.78 0.77 0.10 1.00 1.00 0.02 0.00 0.00 Sat Flow, veh/h 0 3685 34 1774 3557 64 1774 0 1647 Grp Volume(v), veh/h 0 565 593 89 581 608 11 0 0 Grp Sat Flow(s),veh/h/ln 0 1770 1857 1774 1770 1851 1774 0 1647 Q Serve(g_s), s 0.0 11.5 11.5 0.9 0.0 0.0 0.7 0.0 0.0 Cycle Q Clear(g_c), s 0.0 11.5 11.5 0.9 0.0 0.0 0.7 0.0 0.0 Prop In Lane 0.00 0.02 1.00 0.03 1.00 1.00 Lane Grp Cap(c), veh/h 0 1374 1441 481 1570 1642 39 0 36 V/C Ratio(X) 0.00 0.41 0.41 0.18 0.37 0.37 0.28 0.00 0.00 Avail Cap(c_a), veh/h 0 1374 1441 962 1570 1642 427 0 397 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.87 0.87 0.87 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 4.0 4.0 2.3 0.0 0.0 52.9 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.9 0.9 0.2 0.6 0.6 3.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 5.8 6.1 0.4 0.3 0.3 0.4 0.0 0.0 LnGrp Delay(d),s/veh 0.0 5.0 4.9 2.4 0.6 0.6 56.8 0.0 0.0 LnGrp LOS AAAAAE Approach Vol, veh/h 1158 1278 11 Approach Delay, s/veh 4.9 0.7 56.8 Approach LOS A A E Timer 12345678 Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 5.9 12.2 91.9 104.1 Change Period (Y+Rc), s 4.5 7.5 7.5 7.5 Max Green Setting (Gmax), s 25.5 34.5 30.5 72.5 Max Q Clear Time (g_c+I1), s 2.7 2.9 13.5 2.0 Green Ext Time (p_c), s 0.0 0.2 12.8 29.5 Intersection Summary HCM 2010 Ctrl Delay 3.0 HCM 2010 LOS A Timing Report, Sorted By Phase Long Total AM 12: Redwing/Bay & Drake 07/19/2018 Synchro 9 Light Report lt am.syn Phase Number 3458 Movement WBL EBT NBL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 42 38 30 80 Maximum Split (%) 38.2% 34.5% 27.3% 72.7% Minimum Split (s) 12.5 18 9.5 22.5 Yellow Time (s) 6 6 3.5 6 All-Red Time (s) 1.5 1.5 1 1.5 Minimum Initial (s) 5454 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 30 72 0 30 End Time (s) 72 0 30 0 Yield/Force Off (s) 64.5 102.5 25.5 102.5 Yield/Force Off 170(s) 64.5 102.5 25.5 102.5 Local Start Time (s) 30 72 0 30 Local Yield (s) 64.5 102.5 25.5 102.5 Local Yield 170(s) 64.5 102.5 25.5 102.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 12: Redwing/Bay & Drake Queues Long Total AM 12: Redwing/Bay & Drake 07/19/2018 Synchro 9 Light Report lt am.syn Lane Group EBT WBL WBT NBL NBR SBT Lane Group Flow (vph) 1158 89 1189 11 32 5 v/c Ratio 0.43 0.21 0.39 0.10 0.14 0.03 Control Delay 6.0 1.6 0.9 49.7 1.3 0.0 Queue Delay 0.1 0.1 0.1 0.0 0.1 0.0 Total Delay 6.1 1.7 1.0 49.7 1.4 0.0 Queue Length 50th (ft) 161 6 43 7 0 0 Queue Length 95th (ft) 218 0 0 26 0 0 Internal Link Dist (ft) 218 50 165 Turn Bay Length (ft) 80 120 Base Capacity (vph) 2695 784 3078 397 497 164 Starvation Cap Reductn 0 178 681 0 0 0 Spillback Cap Reductn 349 0 0 0 141 0 Storage Cap Reductn 000000 Reduced v/c Ratio 0.49 0.15 0.50 0.03 0.09 0.03 Intersection Summary HCM 2010 Signalized Intersection Summary Long Total PM 12: Redwing/Bay & Drake 07/19/2018 Synchro 9 Light Report lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1320 5 60 1635 5 35 0 105 0 0 1 Future Volume (veh/h) 0 1320 5 60 1635 5 35 0 105 0 0 1 Number 7 4 14 3 8 18 5 2 12 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1863 1824 1863 1863 1824 1863 0 1937 Adj Flow Rate, veh/h 0 1389 5 63 1721 5 37 0 4 Adj No. of Lanes 020120101 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 022222202 Cap, veh/h 0 2815 10 387 3176 9 70 0 65 Arrive On Green 0.00 0.78 0.77 0.09 1.00 1.00 0.04 0.00 0.04 Sat Flow, veh/h 0 3710 13 1774 3620 11 1774 0 1647 Grp Volume(v), veh/h 0 679 715 63 841 885 37 0 4 Grp Sat Flow(s),veh/h/ln 0 1770 1860 1774 1770 1861 1774 0 1647 Q Serve(g_s), s 0.0 16.6 16.6 0.7 0.0 0.0 2.5 0.0 0.3 Cycle Q Clear(g_c), s 0.0 16.6 16.6 0.7 0.0 0.0 2.5 0.0 0.3 Prop In Lane 0.00 0.01 1.00 0.01 1.00 1.00 Lane Grp Cap(c), veh/h 0 1377 1448 387 1552 1633 70 0 65 V/C Ratio(X) 0.00 0.49 0.49 0.16 0.54 0.54 0.53 0.00 0.06 Avail Cap(c_a), veh/h 0 1377 1448 802 1552 1633 229 0 213 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.69 0.69 0.69 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 4.8 4.8 3.1 0.0 0.0 56.5 0.0 55.5 Incr Delay (d2), s/veh 0.0 1.3 1.2 0.1 0.9 0.9 6.1 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 8.4 8.8 0.4 0.4 0.4 1.3 0.0 0.1 LnGrp Delay(d),s/veh 0.0 6.1 6.0 3.3 0.9 0.9 62.6 0.0 55.9 LnGrp LOS AAAAAE E Approach Vol, veh/h 1394 1789 41 Approach Delay, s/veh 6.0 1.0 62.0 Approach LOS A A E Timer 12345678 Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 8.2 11.9 99.9 111.8 Change Period (Y+Rc), s 4.5 7.5 7.5 7.5 Max Green Setting (Gmax), s 14.5 32.5 53.5 93.5 Max Q Clear Time (g_c+I1), s 4.5 2.7 18.6 2.0 Green Ext Time (p_c), s 0.0 0.1 29.1 59.7 Intersection Summary HCM 2010 Ctrl Delay 4.0 HCM 2010 LOS A Timing Report, Sorted By Phase Long Total PM 12: Redwing/Bay & Drake 07/19/2018 Synchro 9 Light Report lt pm.syn Phase Number 3458 Movement WBL EBT NBL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 40 61 19 101 Maximum Split (%) 33.3% 50.8% 15.8% 84.2% Minimum Split (s) 12.5 18 9.5 22.5 Yellow Time (s) 6 6 3.5 6 All-Red Time (s) 1.5 1.5 1 1.5 Minimum Initial (s) 5454 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 19 59 0 19 End Time (s) 59 0 19 0 Yield/Force Off (s) 51.5 112.5 14.5 112.5 Yield/Force Off 170(s) 51.5 112.5 14.5 112.5 Local Start Time (s) 19 59 0 19 Local Yield (s) 51.5 112.5 14.5 112.5 Local Yield 170(s) 51.5 112.5 14.5 112.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBTL, Start of Red Splits and Phases: 12: Redwing/Bay & Drake Queues Long Total PM 12: Redwing/Bay & Drake 07/19/2018 Synchro 9 Light Report lt pm.syn Lane Group EBT WBL WBT NBL NBR SBT Lane Group Flow (vph) 1394 63 1726 37 111 1 v/c Ratio 0.55 0.20 0.60 0.29 0.48 0.01 Control Delay 8.3 1.5 1.4 57.5 16.5 0.0 Queue Delay 0.2 0.1 0.3 0.0 81.1 0.0 Total Delay 8.5 1.6 1.8 57.5 97.6 0.0 Queue Length 50th (ft) 230 1 5 28 0 0 Queue Length 95th (ft) 320 m4 64 62 55 0 Internal Link Dist (ft) 218 50 165 Turn Bay Length (ft) 80 120 Base Capacity (vph) 2555 649 2874 213 314 150 Starvation Cap Reductn 0 167 511 0 0 0 Spillback Cap Reductn 437 0 0 0 226 0 Storage Cap Reductn 000000 Reduced v/c Ratio 0.66 0.13 0.73 0.17 1.26 0.01 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 2010 TWSC Long Total AM 24: College & RT Access 07/19/2018 Synchro 9 Light Report lt am.syn Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 0 1720 1155 30 Future Vol, veh/h 0 5 0 1720 1155 30 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 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 5 0 1811 1216 32 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 624 - 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 7.14 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.92 - - - - Pot Cap-1 Maneuver 0 367 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 367 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 15 0 0 HCM LOS C Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity (veh/h) - 367 - - HCM Lane V/C Ratio - 0.014 - - HCM Control Delay (s) - 15 - - HCM Lane LOS - C - - HCM 95th %tile Q(veh) - 0 - - HCM 2010 TWSC Long Total PM 24: College & RT Access 07/19/2018 Synchro 9 Light Report lt pm.syn Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 20 0 2030 2285 50 Future Vol, veh/h 0 20 0 2030 2285 50 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 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 20 0 2071 2332 51 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 1191 - 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 7.14 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.92 - - - - Pot Cap-1 Maneuver 0 154 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 154 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 31.9 0 0 HCM LOS D Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity (veh/h) - 154 - - HCM Lane V/C Ratio - 0.133 - - HCM Control Delay (s) - 31.9 - - HCM Lane LOS - D - - HCM 95th %tile Q(veh) - 0.4 - - HCM 2010 TWSC Long Total AM 9: College & Thunderbird 07/19/2018 Synchro 9 Light Report lt am.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 25 0 0 35 40 1680 5 30 1105 25 Future Vol, veh/h 0 0 25 0 0 35 40 1680 5 30 1105 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 26 0 0 37 42 1768 5 32 1163 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 595 - - 887 1189 0 0 1774 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.14 - - 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.92 - - 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver 0 0 383 0 0 247 317 - - 163 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 383 - - 247 317 - - 163 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.1 22.1 0.4 0.8 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 317 - - 383 247 163 - - HCM Lane V/C Ratio 0.133 - - 0.069 0.149 0.194 - - HCM Control Delay (s) 18.1 - - 15.1 22.1 32.3 - - HCM Lane LOS C - - C C D - - HCM 95th %tile Q(veh) 0.5 - - 0.2 0.5 0.7 - - HCM 2010 TWSC Long Total PM 9: College & Thunderbird 07/19/2018 Synchro 9 Light Report lt pm.syn Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 60 0 0 65 55 1960 30 55 2165 85 Future Vol, veh/h 0 0 60 0 0 65 55 1960 30 55 2165 85 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 63 0 0 68 58 2063 32 58 2279 89 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 1184 - - 1047 2368 0 0 2095 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.14 - - 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.92 - - 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver 0 0 156 0 0 193 81 - - 112 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 156 - - 193 81 - - 112 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 43 33.6 3.3 1.6 HCM LOS E D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 81 - - 156 193 112 - - HCM Lane V/C Ratio 0.715 - - 0.405 0.355 0.517 - - HCM Control Delay (s) 121 - - 43 33.6 67.3 - - HCM Lane LOS F - - E D F - - HCM 95th %tile Q(veh) 3.4 - - 1.8 1.5 2.4 - - HCM 2010 TWSC Long Total AM 22: Thunderbird & Site Access 07/19/2018 Synchro 9 Light Report lt am.syn Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 25 45 15 15 5 Future Vol, veh/h 1 25 45 15 15 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 26 47 16 16 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 63 0 - 0 83 55 Stage 1 - - - - 55 - Stage 2 - - - - 28 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1540 - - - 919 1012 Stage 1 - - - - 968 - Stage 2 - - - - 995 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1540 - - - 918 1012 Mov Cap-2 Maneuver - - - - 918 - Stage 1 - - - - 968 - Stage 2 - - - - 994 - Approach EB WB SB HCM Control Delay, s 0.3 0 8.9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1540 - - - 940 HCM Lane V/C Ratio 0.001 - - - 0.022 HCM Control Delay (s) 7.3 0 - - 8.9 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 2010 TWSC Long Total PM 22: Thunderbird & Site Access 07/19/2018 Synchro 9 Light Report lt pm.syn Intersection Int Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 65 160 30 10 5 Future Vol, veh/h 1 65 160 30 10 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 68 168 32 11 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 200 0 - 0 255 184 Stage 1 - - - - 184 - Stage 2 - - - - 71 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1372 - - - 734 858 Stage 1 - - - - 848 - Stage 2 - - - - 952 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1372 - - - 733 858 Mov Cap-2 Maneuver - - - - 733 - Stage 1 - - - - 848 - Stage 2 - - - - 951 - Approach EB WB SB HCM Control Delay, s 0.1 0 9.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1372 - - - 770 HCM Lane V/C Ratio 0.001 - - - 0.021 HCM Control Delay (s) 7.6 0 - - 9.8 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 2010 TWSC Long Total AM 10: McClelland & Thunderbird 07/19/2018 Synchro 9 Light Report lt am.syn Intersection Int Delay, s/veh 1.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 10 40 150 10 15 110 Future Vol, veh/h 10 40 150 10 15 110 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 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 42 158 11 16 116 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 310 163 0 0 168 0 Stage 1 163 - - - - - Stage 2 147 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 682 882 - - 1410 - Stage 1 866 - - - - - Stage 2 880 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 674 882 - - 1410 - Mov Cap-2 Maneuver 674 - - - - - Stage 1 866 - - - - - Stage 2 869 - - - - - Approach WB NB SB HCM Control Delay, s 9.6 0 0.9 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 831 1410 - HCM Lane V/C Ratio - - 0.063 0.011 - HCM Control Delay (s) - - 9.6 7.6 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - HCM 2010 TWSC Long Total PM 10: McClelland & Thunderbird 07/19/2018 Synchro 9 Light Report lt pm.syn Intersection Int Delay, s/veh 4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 50 115 195 25 40 145 Future Vol, veh/h 50 115 195 25 40 145 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 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 53 121 205 26 42 153 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 455 218 0 0 232 0 Stage 1 218 - - - - - Stage 2 237 - - - - - Critical Hdwy 7.12 6.22 - - 4.12 - Critical Hdwy Stg 1 6.12 - - - - - Critical Hdwy Stg 2 6.12 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 515 822 - - 1336 - Stage 1 784 - - - - - Stage 2 766 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 502 822 - - 1336 - Mov Cap-2 Maneuver 502 - - - - - Stage 1 784 - - - - - Stage 2 740 - - - - - Approach WB NB SB HCM Control Delay, s 12 0 1.7 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 689 1336 - HCM Lane V/C Ratio - - 0.252 0.032 - HCM Control Delay (s) - - 12 7.8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 1 0.1 - HCM 2010 TWSC Long Total AM 20: McClelland & Site Access 07/19/2018 Synchro 9 Light Report lt am.syn Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 20 185 5 5 120 Future Vol, veh/h 5 20 185 5 5 120 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 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 21 195 5 5 126 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 334 197 0 0 200 0 Stage 1 197 - - - - - Stage 2 137 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 661 844 - - 1372 - Stage 1 836 - - - - - Stage 2 890 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 658 844 - - 1372 - Mov Cap-2 Maneuver 658 - - - - - Stage 1 836 - - - - - Stage 2 886 - - - - - Approach WB NB SB HCM Control Delay, s 9.7 0 0.3 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 799 1372 - HCM Lane V/C Ratio - - 0.033 0.004 - HCM Control Delay (s) - - 9.7 7.6 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 2010 TWSC Long Total PM 20: McClelland & Site Access 07/19/2018 Synchro 9 Light Report lt pm.syn Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 15 300 10 15 180 Future Vol, veh/h 5 15 300 10 15 180 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 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 16 316 11 16 189 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 542 321 0 0 326 0 Stage 1 321 - - - - - Stage 2 221 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 501 720 - - 1234 - Stage 1 735 - - - - - Stage 2 816 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 494 720 - - 1234 - Mov Cap-2 Maneuver 494 - - - - - Stage 1 735 - - - - - Stage 2 805 - - - - - Approach WB NB SB HCM Control Delay, s 10.8 0 0.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 646 1234 - HCM Lane V/C Ratio - - 0.033 0.013 - HCM Control Delay (s) - - 10.8 8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 2010 TWSC Long Total AM 18: McClelland & RT Access 07/19/2018 Synchro 9 Light Report lt am.syn Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 5 200 5 0 125 Future Vol, veh/h 0 5 200 5 0 125 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 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 5 211 5 0 132 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 213 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - - - Pot Cap-1 Maneuver 0 827 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 827 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 9.4 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 827 - HCM Lane V/C Ratio - - 0.006 - HCM Control Delay (s) - - 9.4 - HCM Lane LOS - - A - HCM 95th %tile Q(veh) - - 0 - HCM 2010 TWSC Long Total PM 18: McClelland & RT Access 07/19/2018 Synchro 9 Light Report lt pm.syn Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 15 310 5 0 195 Future Vol, veh/h 0 15 310 5 0 195 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 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 16 326 5 0 205 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 329 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - - - Pot Cap-1 Maneuver 0 712 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 712 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 10.2 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 712 - HCM Lane V/C Ratio - - 0.022 - HCM Control Delay (s) - - 10.2 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.1 - APPENDIX H Drake College McClelland Redwing Harvard Thunderbird SCALE: 1"=600' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Spradley-Barr Redevelopment TIS, March 2018 Pedestrian LOS Worksheet Project Location Classification: Commercial Corridor Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Commercial uses north of the site Commercial Minimum B B C B B 1 Actual A B B B B Proposed A B B B B Residential uses northeast of the site Residential Minimum B B C B B 2 Actual B B C B B Proposed B B C B B Commercial/Residential uses east of the site Commercial/ Residential Minimum B B C B B 3 Actual A B B B B Proposed A B B B B Commercial uses south of the site Commercial Minimum B B C B B 4 Actual A B B B B Proposed A B B B B Residential uses southwest of the site Residential Minimum B B C B B 5 Actual B B B B B Proposed B B B B B Commercial uses west of the site Commercial Minimum B B C B B 6 Actual A B B B B Proposed A B B B B CSU Vet School north of the site Institutional Minimum B B C B B 7 Actual B B B B B Proposed B B B B B Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Drake College McClelland Redwing Harvard Thunderbird SCALE: 1"=600' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Spradley-Barr Redevelopment TIS, March 2018 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C B B Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification Commercial uses north 1 of the site Commercial C B B Commercial uses east 2 of the site Commercial C B B Commercial uses south 3 of the site Commercial C A A Commercial uses west 4 of the site Commercial C B B CSU Vet School 5 northwest of the site Institutional C B B 6 7 8 Proposed 40/115 10/50 10/10 115/160 10/10 80/155 1045/1305 75/120 1100/1540 40/65 10/35 30/105 5/5 1090/1320 10/5 20/5 1110/1635 85/60 AM/PM Rounded to Nearest 5 Vehicles 105/175 20/35 80/135 1035/1430 30/50 125/195 990/1250 10/15 19/76 1005/1967 27/54 21/54 32/62 133/175 7/21 103/128 9/34 36/104 6/46 7/6 103/142 6/8 76/142 973/1150 69/111 968/1386 35/57 6/33 30/103 1/5 1012/1158 9/4 17/3 971/1469 83/56 AM/PM Rounded to Nearest 5 Vehicles 907/1135 8/15 1/2 5/11 30/48 29/101 1/5 979/1115 9/4 17/3 941/1447 81/55 1/5 946/1089 9/4 16/3 869/1355 75/52