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HomeMy WebLinkAboutWILLOW AND PINE MULTI-FAMILY - PDP - PDP180006 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYDELICH 223 Willow Residences TIS, April 2018 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrian Facilities ........................................................................................................ 5 Bicycle Facilities .............................................................................................................. 9 Transit Facilities .............................................................................................................. 9 III. PROPOSED DEVELOPMENT ............................................................................... 10 Trip Generation ............................................................................................................. 10 Trip Distribution ............................................................................................................. 10 Background Traffic Projections ..................................................................................... 13 Trip Assignment ............................................................................................................ 13 Signal Warrants ............................................................................................................. 13 Operation Analysis ........................................................................................................ 13 Geometry ...................................................................................................................... 18 Pedestrian Level of Service ........................................................................................... 18 Bicycle Level of Service ................................................................................................ 18 Transit Level of Service ................................................................................................. 18 IV. CONCLUSIONS .................................................................................................... 21 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 10 3. Short Range (2023) Background Peak Hour Operation .......................................... 17 4. Short Range (2023) Total Peak Hour Operation ..................................................... 19 DELICH 223 Willow Residences TIS, April 2018 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Adjusted/Balanced Recent Peak Hour Traffic ........................................................... 7 5. Site Plan .................................................................................................................. 11 6. Trip Distribution ....................................................................................................... 12 7. Short Range (2023) Background Peak Hour Traffic ................................................ 14 8. Site Generated Peak Hour Traffic ........................................................................... 15 9. Short Range (2023) Total Peak Hour Traffic ........................................................... 16 10. Short Range (2023) Geometry ................................................................................ 20 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. Peak Hour Signal Warrants E. Short Range (2023) Background Peak Hour Operation F. Short Range (2023) Total Peak Hour Operation G. Pedestrian/Bicycle Level of Service Worksheets DELICH 223 Willow Residences TIS, April 2018 ASSOCIATES Page 1 I. INTRODUCTION This Intermediate transportation impact study (TIS) addresses the capacity, geometric, and control requirements for the proposed 223 Willow Residences development. The proposed 223 Willow Residences development is located on the property currently occupied by the Schrader Oil Company in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the owner/developer (CA Ventures) and Fort Collins Traffic Engineering. This study generally conforms to the format set forth in the Fort Collins TIS Guidelines in the “Larimer County Urban Area Street Standards” (LCUASS). A scoping discussion was held with the Fort Collins Traffic Engineering staff. The Transportation Impact Study Base Assumptions form and related documents are provided in Appendix A. 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 223 Willow Residences TIS, April 2018 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of 223 Willow Street is shown in Figure 1. This site is currently occupied by the Schrader Oil Company. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily commercial or residential. There are residential uses to the northeast of the site. There are commercial uses surrounding the site. The center of Fort Collins lies to the south of the proposed 223 Willow Residences site. Streets The primary streets near the 223 Willow Residences site are College Avenue, Willow Street, and Linden Street. Figure 2 shows a schematic of the existing geometry at the College/Cherry-Willow, Willow/Community Center Access, Willow/Condos Access, Willow/Schrader’s Access, Willow/Pine, and Linden/Willow intersections. College Avenue is west of the proposed 223 Willow Residences site. It is a north-south street classified as a four-lane arterial on the Fort Collins Master Street Plan. Currently, College Avenue has a four-lane cross section. At the College/Cherry- Willow intersection, College Avenue has northbound and southbound left-turn lanes, two through lanes in each direction, and northbound and southbound right-turn lanes. The College/Cherry-Willow intersection has signal control. The posted speed limit on College Avenue is 25 mph. Willow Street is southwest of (adjacent to) the proposed 223 Willow Residences site. It is a diagonal street (northwest to southeast) street classified as a collector street on the Fort Collins Master Street Plan. Currently, Willow Street has a two-lane cross section (no center median lane). At the College/Cherry-Willow intersection, Cherry Street-Willow Street has dual eastbound left-turn lanes, a westbound left-turn lane, one through lane in each direction, and an eastbound right-turn lane. At the Willow/ Community Center Access, Willow/Condos Access, Willow/Schrader’s Access, Willow/ Pine, and Linden/Willow intersections, Willow Street has all movements combined into single lanes. The Willow/Community Center Access, Willow/Condos Access, Willow/ Schrader’s Access, and Willow/Pine intersections have stop sign control on the minor approaches. The Linden/Willow intersection has all-way stop sign control. The posted speed limit on this segment of Willow Street is 25 mph. Linden Street is southeast the 223 Willow Residences site. It is a diagonal street (northeast to southwest) street classified as a collector street on the Fort Collins Master Street Plan. Currently, Linden Street has a two-lane cross section (no center median SCALE: 1"=300' SITE LOCATION Figure 1 DELICH ASSOCIATES 232 Willow Residences TIS, April 2018 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES 223 Willow Residences TIS, April 2018 Page 4 Linden Willow Pine Condos Access Community Center Access Schrader's Cherry College - Denotes Lane STOP STOP STOP STOP STOP STOP STOP STOP DELICH 223 Willow Residences TIS, April 2018 ASSOCIATES Page 5 lane). There is diagonal parking along both sides of Linden Street. At the Linden/ Willow intersection, Linden Street has all movements combined into single lanes. The posted speed limit on Linden Street, northeast of Willow Street, is 30 mph. Existing Traffic Recent peak hour traffic volumes at the College/Cherry-Willow, Willow/ Community Center Access, Willow/Condos Access, Willow/Schrader’s Access, Willow/ Pine, and Linden/Willow intersections are shown in Figure 3. The counts at the College/ Cherry-Willow intersection were obtained in February 2018 by the City of Fort Collins. The counts at the Willow/Community Center Access, Willow/Condos Access, Willow/ Schrader’s Access, Willow/Pine, and Linden/Willow intersections were obtained in March 2018. Raw traffic count data is provided in Appendix B. Since the traffic counts were done on different days, the intersection volumes were averaged (adjusted/ balanced). Figure 4 shows the averaged/balanced recent peak hour traffic volumes. Existing Operation The College/Cherry-Willow, Willow/Community Center Access, Willow/Condos Access, Willow/Schrader’s Access, Willow/Pine, and Linden/Willow intersections were evaluated and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The key intersections are currently operating acceptably with existing control, geometry, and signal timing in the peak hours. The intersections were 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. The 223 Willow Residences site is in an area termed “downtown (mixed-use) district.” In areas termed “mixed-use district,” acceptable operation at signalized intersections during the peak hours is defined as level of service E or better for each movement, leg, and overall. At collector/ collector unsignalized intersections, acceptable operation is considered to be at level of service F for any approach leg and level of service E overall. At collector/local unsignalized intersections, acceptable operation is considered to be at level of service F for any approach leg and level of service D overall. Pedestrian Facilities There are sidewalks along College Avenue, Cherry Street, and Linden Street within the pedestrian influence area. There are no sidewalks along Willow Street, southeast of the Community Center Access. The Willow Street Capital Project will introduce sidewalks and diagonal parking on both sides of Willow Street. AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES 223 Willow Residences TIS, April 2018 Page 6 39/43 63/122 13/19 31/54 59/182 23/90 52/42 125/132 43/61 23/131 72/298 12/11 Linden Willow 15/27 211/234 185/393 0/2 219/244 0/2 5/3 0/2 0/0 1/0 1/2 189/394 1/1 218/246 13/26 18/24 18/17 172/369 27/25 192/221 Pine Condos Access 15/36 8/13 16/13 173/381 Community Center Access Schrader's Cherry 52/88 499/933 39/50 275/263 721/855 60/67 170/304 142/125 130/83 45/76 AM/PM AVERAGED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES 223 Willow Residences TIS, April 2018 Page 7 39/43 63/122 13/19 31/54 59/182 23/90 52/42 125/132 43/61 23/131 72/298 12/11 Linden Willow 15/27 211/234 185/393 0/2 219/244 0/2 5/3 0/2 0/0 1/0 1/2 189/394 1/1 218/246 13/26 18/24 18/17 172/369 27/25 192/221 Pine Condos Access 15/36 8/13 16/13 173/381 Community Center Access Schrader's Cherry 52/88 499/933 39/50 275/263 721/855 60/67 170/304 142/125 130/83 DELICH 223 Willow Residences TIS, April 2018 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM College/Cherry-Willow (signal) EB LT C C EB T C C EB RT A A EB APPROACH C C WB LT C C WB T/RT D D WB APPROACH C C NB LT A B NB T B C NB RT A A NB APPROACH A C SB LT A B SB T B C SB RT A B SB APPROACH B B OVERALL B C Willow/Community Center Access (stop sign) SWB LT/RT B B SEB LT A A OVERALL A A Willow/Condos Access (stop sign) SWB LT/RT B A SEB LT A A OVERALL A A Willow/Schrader’s Access (stop sign) NEB LT/RT B B NWB LT A A OVERALL A A Willow/Pine (stop sign) SWB LT/RT B B SEB LT A A OVERALL A A Linden/Willow (all-way stop) NEB LT/T/RT A B NWB LT/T/RT A D SEB LT/T/RT A C SWB LT/T/RT A C OVERALL A C DELICH 223 Willow Residences TIS, April 2018 ASSOCIATES Page 9 Bicycle Facilities There are bicycle lanes along Cherry Street, Willow Street, and Linden Street within the study area. There are no bicycle lanes on College Avenue. Transit Facilities Currently, this area of Fort Collins is served by Transfort Routes 8 and 81. Routes 8 and 81 operate along College Avenue, Willow Street, and Linden Street. DELICH 223 Willow Residences TIS, April 2018 ASSOCIATES Page 10 III. PROPOSED DEVELOPMENT The 223 Willow Residences is a residential apartment development with 193 dwelling units. Of the 193 dwelling units, 98 will be studio apartments, 62 will be one- bedroom apartments, and 33 will be two-bedroom apartments for a total of 226 bedrooms. Figure 5 shows a site plan of the 223 Willow Residences. The short range analysis (Year 2023) includes development of the 223 Willow Residences site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The site plan shows that there will be an access (South Access) that lines up with Pine Street and an access (North Access) that is slightly offset with the Community Center Access. This offset will not cause any conflicting vehicles. 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 contain in Trip Generation, 10 th Edition, ITE is used to estimate the trips that would be generated by the proposed/expected uses at a site. A trip is defined as a one-way vehicle movement from origin to destination. Table 2 shows the expected trip generation on a daily and peak hour basis. The trip generation of the 223 Willow Residences development resulted in 598 daily trip ends, 43 morning peak hour trip ends, and 95 afternoon peak hour trip ends. TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out N/A Fort Collins Apartment Rates 226 Bedrooms 2.65 598 0.05 11 0.14 32 0.27 61 0.15 34 Trip Distribution Trip distribution for the 223 Willow Residences was based on existing/future travel patterns, land uses in the area, consideration of trip attractions in Fort Collins, and engineering judgment. Figure 6 shows the trip distribution for the short range (2023) analysis future. 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 232 Willow Residences TIS, April 2018 Page 11 TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES 223 Willow Residences TIS, April 2018 Page 12 Pine Condos Access Community Center Access Cherry College 15% 20% 10% Linden 20% Willow 25% 10% SITE DELICH 223 Willow Residences TIS, April 2018 ASSOCIATES Page 13 Background Traffic Projections Figure 7 shows the short range (2023) background traffic projections. Background traffic projections for the short range future horizon were obtained by reviewing the North Front Range Regional Transportation Plan and various traffic studies prepared for this area of Fort Collins. Based upon these sources, it was determined that traffic volumes on College Avenue and Cherry Street would increase by approximately one percent per year in the short range future. Traffic volumes on Willow Street and Linden Street were increased at a rate of approximately two percent per year. The existing Schrader Oil uses at the proposed site were subtracted from the background traffic volumes. The background traffic growth was agreed to by City of Fort Collins staff in the scoping discussions. In addition to this, site generated traffic from the Confluence development was included in the background traffic forecasts. 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 8 shows the site generated peak hour traffic assignment. Figure 9 shows the short range (2023) total (site plus background) peak hour traffic assignment. 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/Cherry- Willow intersection is currently signalized. Using the short range (2023) background and total traffic forecasts, the Linden/Willow all-way stop sign controlled intersection will meet peak hour signal warrants during the afternoon peak hour. Peak hour signal warrants are provided in Appendix D. It is not likely that the Linden/Willow intersection would be signalized. The Four-Hour and/or Eight-Hour signal warrants are not expected to be met at this intersection. Operation Analysis Operation analyses were performed at the College/Cherry-Willow, Willow/ Community Center-North Access, Willow/Condos Access, Willow/Pine-South Access, and Linden/Willow intersections. The operation analyses were conducted for the short range future, reflecting year 2023 conditions. Using the traffic volumes shown in Figure 7, the key intersections operate in the short range (2023) background traffic future, with the existing geometry and signal timing, as indicated in Table 3. Calculation forms for these analyses are provided in Appendix E. The key intersections are currently operating acceptably with existing control, geometry, and signal timing in the peak hours. AM/PM SHORT RANGE (2023) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES 223 Willow Residences TIS, April 2018 Page 14 57/46 138/145 47/66 25/145 79/327 43/47 70/135 14/21 34/60 65/201 25/99 13/12 Linden Willow 1/1 241/270 0/0 1/0 1/2 203/432 Condos Access 17/40 9/14 Community Center Access Cherry 55/92 524/981 43/55 289/276 758/899 66/73 179/320 149/130 137/87 49/125 86/224 42/74 College Pine 17/30 233/257 14/29 20/26 20/19 190/405 30/28 212/242 18/14 185/418 AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES 223 Willow Residences TIS, April 2018 Page 15 3/3 8/9 7/7 3/15 2/12 1/7 Linden Willow 4/6 Condos Access Community Center Access Cherry 2/12 1/6 2/9 3/3 5/5 6/7 College Pine North Access South Access 1/5 4/22 3/3 1/3 11/12 2/2 3/7 2/2 1/5 1/3 5/31 3/3 16/17 AM/PM SHORT RANGE (2023) TOTAL PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES 223 Willow Residences TIS, April 2018 Page 16 60/49 146/154 54/73 25/145 82/342 45/59 70/135 14/21 35/67 65/201 25/99 13/12 Linden Willow 1/1 244/277 0/0 1/0 1/2 207/438 Condos Access 17/40 9/14 Community Center Access Cherry 55/92 524/981 45/67 289/276 758/899 67/79 179/320 151/139 137/87 52/128 91/229 48/81 College Pine 30/28 214/244 1/5 20/19 191/408 3/3 NOM 16/17 14/29 NOM 20/26 5/31 18/14 DELICH 223 Willow Residences TIS, April 2018 ASSOCIATES Page 17 TABLE 3 Short Range (2023) Background Peak Hour Operation Intersection Movement Level of Service AM PM College/Cherry-Willow (signal) EB LT C C EB T C C EB RT A A EB APPROACH C C WB LT C C WB T/RT D D WB APPROACH C D NB LT A B NB T B C NB RT A A NB APPROACH B C SB LT A B SB T B C SB RT A B SB APPROACH B C OVERALL B C Willow/Community Center Access (stop sign) SWB LT/RT B B SEB LT A A OVERALL A A Willow/Condos Access (stop sign) SWB LT/RT B A SEB LT A A OVERALL A A Willow/Pine (stop sign) SWB LT/RT B B SEB LT A A OVERALL A A Linden/Willow (all-way stop) NEB LT/T/RT A C NWB LT/T/RT A F SEB LT/T/RT B C SWB LT/T/RT A D OVERALL A E DELICH 223 Willow Residences TIS, April 2018 ASSOCIATES Page 18 Using the traffic volumes shown in Figure 9, the key intersections operate in the short range (2023) total traffic future, with the existing geometry and signal timing, as indicated in Table 4. Calculation forms for these analyses are provided in Appendix F. As with the background traffic, the key intersections are currently operating acceptably with existing control, geometry, and signal timing in the peak hours. Geometry Figure 10 shows a schematic of the short range (2023) geometry. This is the existing geometry at the key intersections. The North Access will cause a small modification to the Willow Street Capital Project parking scheme on the south side of Willow Street. Pedestrian Level of Service Appendix G shows a map of the area that is within 1320 feet of the 223 Willow Residences site. There will be five pedestrian destinations within 1320 feet of the 223 Willow Residences site. These are: 1) the commercial area to the north of the site, 2) commercial/residential area to the north of the site, 3) the commercial/industrial area to the southeast of the site, 4) the commercial area to the south of the site, and 5) the commercial area to the west of the site. This site is in an area type termed “downtown district.” With implementation of the Willow Street Capital Project, there will be sidewalks on both sides of Willow Street. The Pedestrian LOS Worksheet is provided in Appendix G. The minimum level of service for “downtown district” is A for all areas of evaluation, except for Street Crossing which is LOS B. The Poudre Trail crosses Linden Street to the east of the 223 Willow Residences site. Bicycle Level of Service Appendix G shows a map of the area that is within 1320 feet of the 223 Willow Residences development. There will be five bicycle destinations within 1320 feet of the 223 Willow Residences development. These are: 1) the commercial area to the north of the site, 2) commercial/residential area to the north of the site, 3) the commercial/industrial area to the southeast of the site, 4) the commercial area to the south of the site, and 5) the commercial area to the west of the site. The Bicycle LOS Worksheet is provided in Appendix G. The base level of service is B for each of the bicycle destinations. This site is connected to bicycle lanes along Cherry Street, Willow Street, and Linden Street. Therefore, it is concluded that level of service B can be achieved. The Poudre Trail crosses Linden Street to the east of the 223 Willow Residences site. Transit Level of Service Currently, this area of Fort Collins is served by Transfort Routes 8 and 81. Routes 8 and 81 operate along College Avenue, Willow Street, and Linden Street. DELICH 223 Willow Residences TIS, April 2018 ASSOCIATES Page 19 TABLE 4 Short Range (2023) Total Peak Hour Operation Intersection Movement Level of Service AM PM College/Cherry-Willow (signal) EB LT C C EB T C C EB RT A A EB APPROACH C C WB LT C C WB T/RT D D WB APPROACH C D NB LT A B NB T B C NB RT A B NB APPROACH B C SB LT A B SB T B C SB RT B B SB APPROACH B C OVERALL B C Willow/Community Center-North Access (stop sign) NEB LT/T/RT B C SWB LT/T/RT B B SEB LT A A NWB LT A A OVERALL A A Willow/Condos Access (stop sign) SWB LT/RT B A SEB LT A A OVERALL A A Willow/Pine-South Access (stop sign) NEB LT/T/RT B B SWB LT/T/RT B C SEB LT A A NWB LT A A OVERALL A A Linden/Willow (all-way stop) NEB LT/T/RT A C NWB LT/T/RT A F SEB LT/T/RT B C SWB LT/T/RT A E OVERALL A E SHORT RANGE (2023) GEOMETRY Figure 10 DELICH ASSOCIATES 223 Willow Residences TIS, April 2018 Page 20 Linden Willow Condos Access Community Center Access Cherry College - Denotes Lane STOP STOP STOP STOP Pine STOP STOP STOP North Access South Access STOP STOP DELICH 223 Willow Residences TIS, April 2018 ASSOCIATES Page 21 IV. CONCLUSIONS This study assessed the impacts of the 223 Willow Residences on the street system in the vicinity of the proposed development in the short range (2023) and long range (2035) future. As a result of this analysis, the following is concluded: - The development of the 223 Willow Residences is feasible from a traffic engineering standpoint. At full development, the 223 Willow Residences will generate approximately 598 daily trip ends, 43 morning peak hour trip ends, and 95 afternoon peak hour trip ends. - All intersections operate acceptably with the existing traffic, signal timing, and geometry. - The College/Cherry-Willow intersection is currently signalized. Using the short range (2023) background and total traffic forecasts, the Linden/Willow all-way stop sign controlled intersection will meet peak hour signal warrants during the afternoon peak hour. However, it will not meet the applicable Four-Hour and/or Eight-Hour signal warrants. - In the short range (2023) future, given development of the 223 Willow Residences and an increase in background traffic, the key intersections will operate acceptably with the existing traffic, signal timing, and geometry. - The short range (2023) geometry is shown in Figure 10. This is the current geometry. - Acceptable level of service is achieved for pedestrian, bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines and the Fort Collins Pedestrian Plan. APPENDIX A TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out N/A Fort Collins Apartment Rates 226 Bedrooms 2.65 598 0.05 11 0.14 32 0.27 61 0.15 34 TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES 223 Willow Residences TIS, March 2018 Page 12 Pine Condos Access Community Center Access Cherry College 15% 20% 10% Linden 20% Willow 25% 10% SITE APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/8/2018 Observer: City of Fort Collins Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: College/Cherry-Willow S = straight L = left turn Time Northbound: College Southbound: College Total Eastbound: Cherry Westbound: Willow 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 9 116 4 129 11 184 74 269 398 36 34 33 103 10 17 7 34 137 535 7:45 14 139 11 164 19 188 83 290 454 70 40 51 161 8 26 18 52 213 667 8:00 18 127 13 158 12 188 53 253 411 31 31 25 87 10 19 10 39 126 537 8:15 11 117 11 139 18 161 65 244 383 33 37 21 91 11 23 10 44 135 518 7:30-8:30 52 499 39 590 60 721 275 1056 1646 170 142 130 442 39 85 45 169 611 2257 PHF 0.72 0.9 0.75 0.9 0.79 0.96 0.83 0.91 0.61 0.89 0.64 0.69 0.89 0.82 0.63 0.81 0.85 4:30 22 206 5 233 21 190 62 273 506 77 22 17 116 15 42 17 74 190 696 4:45 17 256 18 291 18 221 66 305 596 52 36 19 107 18 45 20 83 190 786 5:00 24 228 17 269 14 231 68 313 582 98 38 28 164 17 68 14 99 263 845 5:15 25 243 10 278 14 213 67 294 572 77 29 19 125 5 39 25 69 194 766 4:30-5:30 88 933 50 1071 67 855 263 1185 2256 304 125 83 512 55 194 76 325 837 3093 PHF 0.88 0.91 0.69 0.92 0.8 0.93 0.97 0.95 0.78 0.82 0.74 0.78 0.76 0.71 0.76 0.82 0.92 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/21/2018 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Willow/Community Center Access S = straight L = left turn Time Northeastbound: Southwestbound: Com. Cntr. Total Southeastbound: Willow Northwestbound: Willow 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 1 3 4 4 0 43 43 35 0 35 78 82 7:45 0 3 4 7 7 5 67 72 51 7 58 130 137 8:00 0 1 6 7 7 6 53 59 44 6 50 109 116 8:15 0 3 2 5 5 4 48 52 43 3 46 98 103 7:30-8:30 0 0 0 0 8 0 15 23 23 15 211 0 226 0 173 16 189 415 438 PHF n/a n/a n/a n/a 0.67 n/a 0.63 0.82 0.63 0.79 n/a 0.78 n/a 0.85 0.57 0.81 0.8 4:30 0 4 6 10 10 8 63 71 105 3 108 179 189 4:45 0 1 8 9 9 5 59 64 97 5 102 166 175 5:00 0 5 12 17 17 10 58 68 86 2 88 156 173 5:15 0 3 10 13 13 4 54 58 93 3 96 154 167 4:30-5:30 0 0 0 0 13 0 36 49 49 27 234 0 261 0 381 13 394 655 704 PHF n/a n/a n/a n/a 0.65 n/a 0.75 0.72 0.68 0.93 n/a 0.92 n/a 0.91 0.65 0.91 0.93 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/21/2018 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Willow/Condos Access S = straight L = left turn Time Northeastbound: Southwestbound: Condos Total Southeastbound: Willow Northwestbound: Willow 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 0 0 44 44 35 0 35 79 79 7:45 0 0 0 0 0 1 69 70 58 0 58 128 128 8:00 0 0 0 0 0 0 54 54 50 0 50 104 104 8:15 0 1 0 1 1 0 51 51 46 1 47 98 99 7:30-8:30 0 0 0 0 1 0 0 1 1 1 218 0 219 0 189 1 190 409 410 PHF n/a n/a n/a n/a 0.25 n/a n/a 0.25 0.25 0.79 n/a 0.78 n/a 0.81 0.25 0.82 0.8 4:30 0 0 0 0 0 0 67 67 108 0 108 175 175 4:45 0 0 0 0 0 1 59 60 102 0 102 162 162 5:00 0 0 0 0 0 0 63 63 88 0 88 151 151 5:15 0 0 0 0 0 0 57 57 96 2 98 155 155 4:30-5:30 0 0 0 0 0 0 0 0 0 1 246 0 247 0 394 2 396 643 643 PHF n/a n/a n/a n/a n/a n/a n/a n/a 0.25 0.92 n/a 0.92 n/a 0.91 0.25 0.92 0.92 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/21/2018 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Willow/Pine S = straight L = left turn Time Northeastbound: Schrader's Southwestbound: Pine Total Southeastbound: Willow Northwestbound: Willow 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 1 0 0 1 5 0 1 6 7 4 40 0 44 0 33 4 37 81 88 7:45 3 0 0 3 3 0 4 7 10 5 64 0 69 0 51 5 56 125 135 8:00 1 0 0 1 6 0 2 8 9 9 45 0 54 0 47 4 51 105 114 8:15 0 0 0 0 4 0 6 10 10 9 43 0 52 0 41 5 46 98 108 7:30-8:30 5 0 0 5 18 0 13 31 36 27 192 0 219 0 172 18 190 409 445 PHF 0.42 n/a n/a 0.42 0.75 n/a 0.54 0.78 0.75 0.75 n/a 0.79 n/a 0.84 0.9 0.85 0.82 4:30 1 0 0 1 4 0 9 13 14 6 61 0 67 0 98 4 102 169 183 4:45 2 0 1 3 5 0 3 8 11 6 52 1 59 0 97 4 101 160 171 5:00 0 0 1 1 2 0 7 9 10 9 53 1 63 1 81 4 86 149 159 5:15 0 0 0 0 13 0 7 20 20 4 53 0 57 1 91 5 97 154 174 4:30-5:30 3 0 2 5 24 0 26 50 55 25 219 2 246 2 367 17 386 632 687 PHF 0.38 n/a 0.5 0.42 0.46 n/a 0.72 0.63 0.69 0.9 0.5 0.92 0.5 0.94 0.85 0.95 0.94 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/20/2018 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Linden/Willow S = straight L = left turn Time Northeastbound: Linden Southwestbound: Linden Total Southeastbound: Willow Northwestbound: Willow 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 9 22 1 32 5 18 9 32 64 11 41 8 60 1 13 6 20 80 144 7:45 8 17 5 30 8 18 9 35 65 15 36 11 62 3 19 8 30 92 157 8:00 11 11 6 28 6 13 7 26 54 13 24 12 49 3 24 7 34 83 137 8:15 11 13 1 25 4 10 6 20 45 13 24 12 49 5 16 2 23 72 117 7:30-8:30 39 63 13 115 23 59 31 113 228 52 125 43 220 12 72 23 107 327 555 PHF 0.89 0.72 0.54 0.9 0.72 0.82 0.86 0.81 0.87 0.76 0.9 0.89 0.6 0.75 0.72 0.79 0.88 4:30 7 21 2 30 27 57 14 98 128 10 41 10 61 1 82 32 115 176 304 4:45 9 28 6 43 20 36 17 73 116 11 28 16 55 7 63 32 102 157 273 5:00 11 40 6 57 26 44 12 82 139 8 37 20 65 2 71 32 105 170 309 5:15 16 33 5 54 17 45 11 73 127 13 26 15 54 1 82 35 118 172 299 4:30-5:30 43 122 19 184 90 182 54 326 510 42 132 61 235 11 298 131 440 675 1185 PHF 0.67 0.76 0.79 0.81 0.83 0.8 0.79 0.83 0.81 0.8 0.76 0.9 0.39 0.91 0.94 0.93 0.96 APPENDIX C HCM 2010 Signalized Intersection Summary Recent AM 3: College & Cherry/Willow 03/16/2018 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) 170 142 130 39 85 45 52 499 39 60 721 275 Future Volume (veh/h) 170 142 130 39 85 45 52 499 39 60 721 275 Number 7 4 14 3 8 18 5 2 12 1 6 16 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 1937 1863 1863 1824 1937 1863 1937 1937 1863 1937 Adj Flow Rate, veh/h 200 167 0 46 100 21 61 587 0 71 848 183 Adj No. of Lanes 211110121121 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, % 222222222222 Cap, veh/h 608 296 262 261 177 37 415 1949 907 582 1958 911 Arrive On Green 0.09 0.16 0.00 0.04 0.12 0.11 0.05 0.55 0.00 0.05 0.55 0.55 Sat Flow, veh/h 3442 1863 1647 1774 1494 314 1845 3539 1647 1845 3539 1647 Grp Volume(v), veh/h 200 167 0 46 0 121 61 587 0 71 848 183 Grp Sat Flow(s),veh/h/ln 1721 1863 1647 1774 0 1807 1845 1770 1647 1845 1770 1647 Q Serve(g_s), s 3.8 6.6 0.0 1.8 0.0 5.1 1.1 7.1 0.0 1.3 11.3 4.5 Cycle Q Clear(g_c), s 3.8 6.6 0.0 1.8 0.0 5.1 1.1 7.1 0.0 1.3 11.3 4.5 Prop In Lane 1.00 1.00 1.00 0.17 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 608 296 262 261 0 214 415 1949 907 582 1958 911 V/C Ratio(X) 0.33 0.56 0.00 0.18 0.00 0.57 0.15 0.30 0.00 0.12 0.43 0.20 Avail Cap(c_a), veh/h 659 512 453 360 0 497 508 1949 907 670 1958 911 HCM Platoon Ratio 1.00 1.00 1.00 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 0.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 25.6 31.1 0.0 28.9 0.0 33.4 7.5 9.7 0.0 6.9 10.5 9.0 Incr Delay (d2), s/veh 0.3 1.7 0.0 0.3 0.0 2.3 0.2 0.4 0.0 0.1 0.7 0.5 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 1.8 3.5 0.0 0.9 0.0 2.7 0.6 3.5 0.0 0.6 5.6 2.1 LnGrp Delay(d),s/veh 25.9 32.8 0.0 29.2 0.0 35.8 7.6 10.1 0.0 7.0 11.2 9.5 LnGrp LOS C C C D A B A B A Approach Vol, veh/h 367 167 648 1102 Approach Delay, s/veh 29.0 34.0 9.9 10.6 Approach LOS C C A B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.2 48.5 6.6 17.7 7.0 48.8 9.8 14.5 Change Period (Y+Rc), s 4.0 5.5 4.0 6.0 4.0 5.5 4.0 6.0 Max Green Setting (Gmax), s 7.0 25.5 7.0 21.0 7.0 25.5 7.0 21.0 Max Q Clear Time (g_c+I1), s 3.3 9.1 3.8 8.6 3.1 13.3 5.8 7.1 Green Ext Time (p_c), s 0.0 9.7 0.0 1.3 0.0 7.9 0.1 1.4 Intersection Summary HCM 2010 Ctrl Delay 15.1 HCM 2010 LOS B Timing Report, Sorted By Phase Recent AM 3: College & Cherry/Willow 03/16/2018 Synchro 9 Light Report recent am.syn Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 31 11 27 11 31 11 27 Maximum Split (%) 13.8% 38.8% 13.8% 33.8% 13.8% 38.8% 13.8% 33.8% Minimum Split (s) 11 23.5 11 27 11 24.5 11 27 Yellow Time (s) 33333333 All-Red Time (s) 1 2.5 1 3 1 2.5 1 3 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 12 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 78 9 40 51 78 9 40 51 End Time (s) 9 40 51 78 9 40 51 78 Yield/Force Off (s) 5 34.5 47 72 5 34.5 47 72 Yield/Force Off 170(s) 5 23.5 47 62 5 22.5 47 60 Local Start Time (s) 38 49 0 11 38 49 0 11 Local Yield (s) 45 74.5 7 32 45 74.5 7 32 Local Yield 170(s) 45 63.5 7 22 45 62.5 7 20 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 40 (50%), Referenced to phase 2:NBTL and 6:SBTL, Start of Red Splits and Phases: 3: College & Cherry/Willow Queues Recent AM 3: College & Cherry/Willow 03/16/2018 Synchro 9 Light Report recent am.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 200 167 153 46 153 61 587 46 71 848 324 v/c Ratio 0.27 0.40 0.32 0.12 0.48 0.15 0.36 0.05 0.14 0.49 0.34 Control Delay 19.1 30.3 6.6 17.4 27.3 9.2 16.5 0.1 8.9 17.2 6.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.1 30.3 6.6 17.4 27.3 9.2 16.5 0.1 8.9 17.2 6.4 Queue Length 50th (ft) 36 77 0 16 54 12 99 0 14 156 25 Queue Length 95th (ft) 48 115 37 31 91 31 157 0 35 236 80 Internal Link Dist (ft) 189 505 157 149 Turn Bay Length (ft) 150 100 90 115 95 Base Capacity (vph) 728 512 560 409 509 413 1643 839 515 1740 950 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.27 0.33 0.27 0.11 0.30 0.15 0.36 0.05 0.14 0.49 0.34 Intersection Summary HCM 2010 Signalized Intersection Summary Recent PM 3: College & Cherry/Willow 03/16/2018 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) 304 125 83 68 214 114 88 933 50 67 855 263 Future Volume (veh/h) 304 125 83 68 214 114 88 933 50 67 855 263 Number 7 4 14 3 8 18 5 2 12 1 6 16 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 1937 1863 1863 1824 1937 1863 1937 1937 1863 1937 Adj Flow Rate, veh/h 330 136 0 74 233 98 96 1014 0 73 929 156 Adj No. of Lanes 211110121121 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 638 504 446 460 273 115 314 1503 699 299 1476 687 Arrive On Green 0.11 0.27 0.00 0.06 0.22 0.21 0.06 0.42 0.00 0.05 0.42 0.42 Sat Flow, veh/h 3442 1863 1647 1774 1246 524 1845 3539 1647 1845 3539 1647 Grp Volume(v), veh/h 330 136 0 74 0 331 96 1014 0 73 929 156 Grp Sat Flow(s),veh/h/ln 1721 1863 1647 1774 0 1770 1845 1770 1647 1845 1770 1647 Q Serve(g_s), s 5.5 4.6 0.0 2.5 0.0 14.4 2.3 18.5 0.0 1.7 16.6 4.9 Cycle Q Clear(g_c), s 5.5 4.6 0.0 2.5 0.0 14.4 2.3 18.5 0.0 1.7 16.6 4.9 Prop In Lane 1.00 1.00 1.00 0.30 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 638 504 446 460 0 388 314 1503 699 299 1476 687 V/C Ratio(X) 0.52 0.27 0.00 0.16 0.00 0.85 0.31 0.67 0.00 0.24 0.63 0.23 Avail Cap(c_a), veh/h 733 504 446 533 0 398 387 1503 699 386 1476 687 HCM Platoon Ratio 1.00 1.00 1.00 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 0.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.5 23.0 0.0 21.8 0.0 30.2 13.6 18.6 0.0 14.0 18.4 15.0 Incr Delay (d2), s/veh 0.7 0.3 0.0 0.2 0.0 16.0 0.5 2.4 0.0 0.4 2.0 0.8 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 2.6 2.4 0.0 1.2 0.0 8.7 1.2 9.5 0.0 0.9 8.4 2.3 LnGrp Delay(d),s/veh 21.1 23.2 0.0 22.0 0.0 46.2 14.2 21.0 0.0 14.4 20.5 15.8 LnGrp LOS C C C D B C B C B Approach Vol, veh/h 466 405 1110 1158 Approach Delay, s/veh 21.7 41.7 20.4 19.5 Approach LOS C D C B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.2 38.5 7.7 26.6 7.8 37.9 11.8 22.5 Change Period (Y+Rc), s 4.0 5.5 4.0 6.0 4.0 5.5 4.0 6.0 Max Green Setting (Gmax), s 7.0 26.5 7.0 20.0 7.0 26.5 10.0 17.0 Max Q Clear Time (g_c+I1), s 3.7 20.5 4.5 6.6 4.3 18.6 7.5 16.4 Green Ext Time (p_c), s 0.0 5.2 0.0 2.5 0.0 6.6 0.3 0.1 Intersection Summary HCM 2010 Ctrl Delay 23.0 HCM 2010 LOS C Notes Timing Report, Sorted By Phase Recent PM 3: College & Cherry/Willow 03/16/2018 Synchro 9 Light Report recent pm.syn Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 32 11 26 11 32 14 23 Maximum Split (%) 13.8% 40.0% 13.8% 32.5% 13.8% 40.0% 17.5% 28.8% Minimum Split (s) 11 23.5 11 23 11 24.5 11 23 Yellow Time (s) 33333333 All-Red Time (s) 1 2.5 1 3 1 2.5 1 3 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 4444 Flash Dont Walk (s) 12 8 12 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 41 52 4 15 41 52 4 18 End Time (s) 52 4 15 41 52 4 18 41 Yield/Force Off (s) 48 78.5 11 35 48 78.5 14 35 Yield/Force Off 170(s) 48 66.5 11 27 48 66.5 14 23 Local Start Time (s) 37 48 0 11 37 48 0 14 Local Yield (s) 44 74.5 7 31 44 74.5 10 31 Local Yield 170(s) 44 62.5 7 23 44 62.5 10 19 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 4 (5%), Referenced to phase 2:NBTL and 6:SBTL, Start of Red Splits and Phases: 3: College & Cherry/Willow Queues Recent PM 3: College & Cherry/Willow 03/16/2018 Synchro 9 Light Report recent pm.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 330 136 90 74 357 96 1014 54 73 929 286 v/c Ratio 0.49 0.26 0.16 0.16 0.87 0.33 0.75 0.08 0.26 0.69 0.38 Control Delay 17.5 24.8 2.0 15.0 50.9 13.9 27.1 0.2 13.0 25.2 8.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.5 24.8 2.0 15.0 50.9 13.9 27.1 0.2 13.0 25.2 8.5 Queue Length 50th (ft) 52 54 0 21 157 24 241 0 18 214 32 Queue Length 95th (ft) 79 101 12 46 #304 48 #325 0 39 285 90 Internal Link Dist (ft) 189 505 157 149 Turn Bay Length (ft) 150 100 90 115 95 Base Capacity (vph) 680 526 564 480 421 293 1350 716 284 1346 762 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.49 0.26 0.16 0.15 0.85 0.33 0.75 0.08 0.26 0.69 0.38 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 TWSC Recent AM 5: Willow & Community Center Access 03/16/2018 Synchro 9 Light Report recent am.syn Intersection Int Delay, s/veh 0.8 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 15 211 173 16 8 15 Future Vol, veh/h 15 211 173 16 8 15 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 18 248 204 19 9 18 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 222 0 - 0 497 213 Stage 1 - - - - 213 - Stage 2 - - - - 284 - 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 1347 - - - 532 827 Stage 1 - - - - 823 - Stage 2 - - - - 764 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1347 - - - 523 827 Mov Cap-2 Maneuver - - - - 523 - Stage 1 - - - - 823 - Stage 2 - - - - 752 - Approach SE NW SW HCM Control Delay, s 0.5 0 10.4 HCM LOS B Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 1347 - 688 HCM Lane V/C Ratio - - 0.013 - 0.039 HCM Control Delay (s) - - 7.7 0 10.4 HCM Lane LOS - - A A B HCM 95th %tile Q(veh) - - 0 - 0.1 HCM 2010 TWSC Recent PM 5: Willow & Community Center Access 03/16/2018 Synchro 9 Light Report recent pm.syn Intersection Int Delay, s/veh 1.2 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 27 234 381 13 13 36 Future Vol, veh/h 27 234 381 13 13 36 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 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 29 252 410 14 14 39 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 424 0 - 0 727 417 Stage 1 - - - - 417 - Stage 2 - - - - 310 - 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 1135 - - - 391 636 Stage 1 - - - - 665 - Stage 2 - - - - 744 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1135 - - - 379 636 Mov Cap-2 Maneuver - - - - 379 - Stage 1 - - - - 665 - Stage 2 - - - - 722 - Approach SE NW SW HCM Control Delay, s 0.9 0 12.4 HCM LOS B Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 1135 - 539 HCM Lane V/C Ratio - - 0.026 - 0.098 HCM Control Delay (s) - - 8.3 0 12.4 HCM Lane LOS - - A A B HCM 95th %tile Q(veh) - - 0.1 - 0.3 HCM 2010 TWSC Recent AM 11: Willow & Condos Access 03/16/2018 Synchro 9 Light Report recent am.syn Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 1 218 189 1 1 0 Future Vol, veh/h 1 218 189 1 1 0 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 1 256 222 1 1 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 224 0 - 0 482 223 Stage 1 - - - - 223 - Stage 2 - - - - 259 - 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 1345 - - - 543 817 Stage 1 - - - - 814 - Stage 2 - - - - 784 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1345 - - - 542 817 Mov Cap-2 Maneuver - - - - 542 - Stage 1 - - - - 814 - Stage 2 - - - - 783 - Approach SE NW SW HCM Control Delay, s 0 0 11.7 HCM LOS B Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 1345 - 542 HCM Lane V/C Ratio - - 0.001 - 0.002 HCM Control Delay (s) - - 7.7 0 11.7 HCM Lane LOS - - A A B HCM 95th %tile Q(veh) - - 0 - 0 HCM 2010 TWSC Recent PM 11: Willow & Condos Access 03/16/2018 Synchro 9 Light Report recent pm.syn Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 1 246 394 2 0 0 Future Vol, veh/h 1 246 394 2 0 0 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 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 267 428 2 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 430 0 - 0 699 429 Stage 1 - - - - 429 - Stage 2 - - - - 270 - 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 1129 - - - 406 626 Stage 1 - - - - 657 - Stage 2 - - - - 775 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1129 - - - 406 626 Mov Cap-2 Maneuver - - - - 406 - Stage 1 - - - - 657 - Stage 2 - - - - 774 - Approach SE NW SW HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 1129 - - HCM Lane V/C Ratio - - 0.001 - - HCM Control Delay (s) - - 8.2 0 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 - - HCM 2010 TWSC Recent AM 15: Schrader's Access & Willow 03/16/2018 Synchro 9 Light Report recent am.syn Intersection Int Delay, s/veh 0.1 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 219 0 0 185 5 0 Future Vol, veh/h 219 0 0 185 5 0 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 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 238 0 0 201 5 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 238 0 439 238 Stage 1 - - - - 238 - Stage 2 - - - - 201 - 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 - - 1329 - 575 801 Stage 1 - - - - 802 - Stage 2 - - - - 833 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1329 - 575 801 Mov Cap-2 Maneuver - - - - 575 - Stage 1 - - - - 802 - Stage 2 - - - - 833 - Approach SE NW NE HCM Control Delay, s 0 0 11.3 HCM LOS B Minor Lane/Major Mvmt NELn1 NWL NWT SET SER Capacity (veh/h) 575 1329 - - - HCM Lane V/C Ratio 0.009 ---- HCM Control Delay (s) 11.3 0 - - - HCM Lane LOS B A - - - HCM 95th %tile Q(veh) 0 0 - - - HCM 2010 TWSC Recent PM 15: Schrader's Access & Willow 03/16/2018 Synchro 9 Light Report recent pm.syn Intersection Int Delay, s/veh 0.1 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 244 2 2 393 3 2 Future Vol, veh/h 244 2 2 393 3 2 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 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 260 2 2 418 3 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 262 0 683 261 Stage 1 - - - - 261 - Stage 2 - - - - 422 - 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 - - 1302 - 415 778 Stage 1 - - - - 783 - Stage 2 - - - - 662 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1302 - 414 778 Mov Cap-2 Maneuver - - - - 414 - Stage 1 - - - - 783 - Stage 2 - - - - 661 - Approach SE NW NE HCM Control Delay, s 0 0 12.1 HCM LOS B Minor Lane/Major Mvmt NELn1 NWL NWT SET SER Capacity (veh/h) 509 1302 - - - HCM Lane V/C Ratio 0.01 0.002 - - - HCM Control Delay (s) 12.1 7.8 0 - - HCM Lane LOS B A A - - HCM 95th %tile Q(veh) 0 0 - - - HCM 2010 TWSC Recent AM 13: Willow & Pine 03/16/2018 Synchro 9 Light Report recent am.syn Intersection Int Delay, s/veh 1.3 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 27 192 172 18 18 13 Future Vol, veh/h 27 192 172 18 18 13 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 32 226 202 21 21 15 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 224 0 - 0 502 213 Stage 1 - - - - 213 - Stage 2 - - - - 289 - 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 1345 - - - 529 827 Stage 1 - - - - 823 - Stage 2 - - - - 760 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1345 - - - 515 827 Mov Cap-2 Maneuver - - - - 515 - Stage 1 - - - - 823 - Stage 2 - - - - 739 - Approach SE NW SW HCM Control Delay, s 1 0 11.3 HCM LOS B Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 1345 - 612 HCM Lane V/C Ratio - - 0.024 - 0.06 HCM Control Delay (s) - - 7.7 0 11.3 HCM Lane LOS - - A A B HCM 95th %tile Q(veh) - - 0.1 - 0.2 HCM 2010 TWSC Recent PM 13: Willow & Pine 03/16/2018 Synchro 9 Light Report recent pm.syn Intersection Int Delay, s/veh 1.2 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 25 221 369 17 24 26 Future Vol, veh/h 25 221 369 17 24 26 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 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 27 235 393 18 26 28 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 411 0 - 0 690 402 Stage 1 - - - - 402 - Stage 2 - - - - 288 - 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 1148 - - - 411 648 Stage 1 - - - - 676 - Stage 2 - - - - 761 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1148 - - - 400 648 Mov Cap-2 Maneuver - - - - 400 - Stage 1 - - - - 676 - Stage 2 - - - - 740 - Approach SE NW SW HCM Control Delay, s 0.8 0 13.1 HCM LOS B Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 1148 - 499 HCM Lane V/C Ratio - - 0.023 - 0.107 HCM Control Delay (s) - - 8.2 0 13.1 HCM Lane LOS - - A A B HCM 95th %tile Q(veh) - - 0.1 - 0.4 HCM 2010 AWSC Recent AM 7: Linden & Willow 03/16/2018 Synchro 9 Light Report recent am.syn Intersection Intersection Delay, s/veh 9.3 Intersection LOS A Movement SEU SEL SET SER NWU NWL NWT NWR NEU NEL NET NER Lane Configurations Traffic Vol, veh/h 0 52 125 43 0 12 72 23 0 39 63 13 Future Vol, veh/h 0 52 125 43 0 12 72 23 0 39 63 13 Peak Hour Factor 0.92 0.88 0.88 0.88 0.92 0.88 0.88 0.88 0.92 0.88 0.88 0.88 Heavy Vehicles, % 222222222222 Mvmt Flow 0 59 142 49 0 14 82 26 0 44 72 15 Number of Lanes 001000100010 Approach SE NW NE Opposing Approach NW SE SW Opposing Lanes 1 1 1 Conflicting Approach Left SW NE SE Conflicting Lanes Left 1 1 1 Conflicting Approach Right NE SW NW Conflicting Lanes Right 1 1 1 HCM Control Delay 9.9 8.8 9.1 HCM LOS A A A Lane NELn1 NWLn1 SELn1 SWLn1 Vol Left, % 34% 11% 24% 20% Vol Thru, % 55% 67% 57% 52% Vol Right, % 11% 21% 20% 27% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 115 107 220 113 LT Vol 39 12 52 23 Through Vol 63 72 125 59 RT Vol 13 23 43 31 Lane Flow Rate 131 122 250 128 Geometry Grp 1111 Degree of Util (X) 0.181 0.161 0.323 0.173 Departure Headway (Hd) 4.974 4.768 4.649 4.856 Convergence, Y/N Yes Yes Yes Yes Cap 717 748 770 733 Service Time 3.036 2.828 2.7 2.92 HCM Lane V/C Ratio 0.183 0.163 0.325 0.175 HCM Control Delay 9.1 8.8 9.9 8.9 HCM Lane LOS AAAA HCM 95th-tile Q 0.7 0.6 1.4 0.6 HCM 2010 AWSC Recent AM 7: Linden & Willow 03/16/2018 Synchro 9 Light Report recent am.syn Intersection Intersection Delay, s/veh Intersection LOS Movement SWU SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 23 59 31 Future Vol, veh/h 0 23 59 31 Peak Hour Factor 0.92 0.88 0.88 0.88 Heavy Vehicles, % 2222 Mvmt Flow 0 26 67 35 Number of Lanes 0010 Approach SW Opposing Approach NE Opposing Lanes 1 Conflicting Approach Left NW Conflicting Lanes Left 1 Conflicting Approach Right SE Conflicting Lanes Right 1 HCM Control Delay 8.9 HCM LOS A HCM 2010 AWSC Recent PM 7: Linden & Willow 03/16/2018 Synchro 9 Light Report recent pm.syn Intersection Intersection Delay, s/veh 21.5 Intersection LOS C Movement SEU SEL SET SER NWU NWL NWT NWR NEU NEL NET NER Lane Configurations Traffic Vol, veh/h 0 42 132 61 0 11 298 131 0 43 122 19 Future Vol, veh/h 0 42 132 61 0 11 298 131 0 43 122 19 Peak Hour Factor 0.92 0.96 0.96 0.96 0.92 0.96 0.96 0.96 0.92 0.96 0.96 0.96 Heavy Vehicles, % 222222222222 Mvmt Flow 0 44 138 64 0 11 310 136 0 45 127 20 Number of Lanes 001000100010 Approach SE NW NE Opposing Approach NW SE SW Opposing Lanes 1 1 1 Conflicting Approach Left SW NE SE Conflicting Lanes Left 1 1 1 Conflicting Approach Right NE SW NW Conflicting Lanes Right 1 1 1 HCM Control Delay 15.5 28.3 14.6 HCM LOS C D B Lane NELn1 NWLn1 SELn1 SWLn1 Vol Left, % 23% 3% 18% 28% Vol Thru, % 66% 68% 56% 56% Vol Right, % 10% 30% 26% 17% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 184 440 235 326 LT Vol 43 11 42 90 Through Vol 122 298 132 182 RT Vol 19 131 61 54 Lane Flow Rate 192 458 245 340 Geometry Grp 1111 Degree of Util (X) 0.382 0.784 0.462 0.626 Departure Headway (Hd) 7.175 6.262 6.8 6.74 Convergence, Y/N Yes Yes Yes Yes Cap 504 582 534 540 Service Time 5.19 4.262 4.8 4.74 HCM Lane V/C Ratio 0.381 0.787 0.459 0.63 HCM Control Delay 14.6 28.3 15.5 20.4 HCM Lane LOS B D C C HCM 95th-tile Q 1.8 7.4 2.4 4.3 HCM 2010 AWSC Recent PM 7: Linden & Willow 03/16/2018 Synchro 9 Light Report recent pm.syn Intersection Intersection Delay, s/veh Intersection LOS Movement SWU SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 90 182 54 Future Vol, veh/h 0 90 182 54 Peak Hour Factor 0.92 0.96 0.96 0.96 Heavy Vehicles, % 2222 Mvmt Flow 0 94 190 56 Number of Lanes 0010 Approach SW Opposing Approach NE Opposing Lanes 1 Conflicting Approach Left NW Conflicting Lanes Left 1 Conflicting Approach Right SE Conflicting Lanes Right 1 HCM Control Delay 20.4 HCM LOS C 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 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 NEB AM 127 VPH AM 359 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 741 VPH SWB PM 360 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE BACKGROUND PEAK HOUR WARRANT AT LINDEN/WILLOW MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 NEB AM 127 VPH AM 359 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 741 VPH SWB PM 360 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 NEB AM 127 VPH AM 359 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 741 VPH SWB PM 360 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 NEB AM 131 VPH AM 392 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 772 VPH SWB PM 365 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE TOTAL PEAK HOUR WARRANT AT LINDEN/WILLOW MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 NEB AM 131 VPH AM 392 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 772 VPH SWB PM 365 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 NEB AM 131 VPH AM 392 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 772 VPH SWB PM 365 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 APPENDIX E HCM 2010 Signalized Intersection Summary Short Bkgrd AM 3: College & Cherry/Willow 03/16/2018 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) 179 149 137 42 86 49 55 524 43 66 758 289 Future Volume (veh/h) 179 149 137 42 86 49 55 524 43 66 758 289 Number 7 4 14 3 8 18 5 2 12 1 6 16 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 1937 1863 1863 1824 1937 1863 1937 1937 1863 1937 Adj Flow Rate, veh/h 211 175 0 49 101 23 65 616 0 78 892 192 Adj No. of Lanes 211110121121 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, % 222222222222 Cap, veh/h 618 303 268 262 177 40 396 1926 896 563 1936 901 Arrive On Green 0.09 0.16 0.00 0.05 0.12 0.11 0.05 0.54 0.00 0.05 0.55 0.55 Sat Flow, veh/h 3442 1863 1647 1774 1469 335 1845 3539 1647 1845 3539 1647 Grp Volume(v), veh/h 211 175 0 49 0 124 65 616 0 78 892 192 Grp Sat Flow(s),veh/h/ln 1721 1863 1647 1774 0 1804 1845 1770 1647 1845 1770 1647 Q Serve(g_s), s 4.0 6.9 0.0 1.9 0.0 5.2 1.2 7.7 0.0 1.4 12.2 4.8 Cycle Q Clear(g_c), s 4.0 6.9 0.0 1.9 0.0 5.2 1.2 7.7 0.0 1.4 12.2 4.8 Prop In Lane 1.00 1.00 1.00 0.19 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 618 303 268 262 0 218 396 1926 896 563 1936 901 V/C Ratio(X) 0.34 0.58 0.00 0.19 0.00 0.57 0.16 0.32 0.00 0.14 0.46 0.21 Avail Cap(c_a), veh/h 660 512 453 359 0 496 487 1926 896 649 1936 901 HCM Platoon Ratio 1.00 1.00 1.00 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 0.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 25.4 30.9 0.0 28.7 0.0 33.3 7.8 10.1 0.0 7.2 11.0 9.3 Incr Delay (d2), s/veh 0.3 1.7 0.0 0.3 0.0 2.3 0.2 0.4 0.0 0.1 0.8 0.5 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 1.9 3.7 0.0 1.0 0.0 2.7 0.6 3.8 0.0 0.7 6.2 2.3 LnGrp Delay(d),s/veh 25.7 32.7 0.0 29.0 0.0 35.6 8.0 10.5 0.0 7.3 11.8 9.8 LnGrp LOS C C C D A B A B A Approach Vol, veh/h 386 173 681 1162 Approach Delay, s/veh 28.9 33.8 10.3 11.1 Approach LOS C C B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.3 48.0 6.7 18.0 7.1 48.3 10.0 14.7 Change Period (Y+Rc), s 4.0 5.5 4.0 6.0 4.0 5.5 4.0 6.0 Max Green Setting (Gmax), s 7.0 25.5 7.0 21.0 7.0 25.5 7.0 21.0 Max Q Clear Time (g_c+I1), s 3.4 9.7 3.9 8.9 3.2 14.2 6.0 7.2 Green Ext Time (p_c), s 0.0 9.9 0.0 1.4 0.0 7.8 0.1 1.5 Intersection Summary HCM 2010 Ctrl Delay 15.4 HCM 2010 LOS B Timing Report, Sorted By Phase Short Bkgrd AM 3: College & Cherry/Willow 03/16/2018 Synchro 9 Light Report sb am.syn Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 31 11 27 11 31 11 27 Maximum Split (%) 13.8% 38.8% 13.8% 33.8% 13.8% 38.8% 13.8% 33.8% Minimum Split (s) 11 23.5 11 27 11 24.5 11 27 Yellow Time (s) 33333333 All-Red Time (s) 1 2.5 1 3 1 2.5 1 3 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 12 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 78 9 40 51 78 9 40 51 End Time (s) 9 40 51 78 9 40 51 78 Yield/Force Off (s) 5 34.5 47 72 5 34.5 47 72 Yield/Force Off 170(s) 5 23.5 47 62 5 22.5 47 60 Local Start Time (s) 38 49 0 11 38 49 0 11 Local Yield (s) 45 74.5 7 32 45 74.5 7 32 Local Yield 170(s) 45 63.5 7 22 45 62.5 7 20 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 40 (50%), Referenced to phase 2:NBTL and 6:SBTL, Start of Red Splits and Phases: 3: College & Cherry/Willow Queues Short Bkgrd AM 3: College & Cherry/Willow 03/16/2018 Synchro 9 Light Report sb am.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 211 175 161 49 159 65 616 51 78 892 340 v/c Ratio 0.29 0.42 0.33 0.12 0.49 0.18 0.38 0.06 0.16 0.54 0.37 Control Delay 19.2 30.5 6.6 17.3 27.0 9.5 16.9 0.1 9.1 19.0 7.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.2 30.5 6.6 17.3 27.0 9.5 16.9 0.1 9.1 19.0 7.2 Queue Length 50th (ft) 38 81 0 17 55 13 106 0 15 170 31 Queue Length 95th (ft) 51 120 38 32 93 32 167 0 37 252 89 Internal Link Dist (ft) 189 505 157 149 Turn Bay Length (ft) 150 100 90 115 95 Base Capacity (vph) 725 512 566 410 510 381 1630 834 506 1641 908 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.29 0.34 0.28 0.12 0.31 0.17 0.38 0.06 0.15 0.54 0.37 Intersection Summary HCM 2010 Signalized Intersection Summary Short Bkgrd PM 3: College & Cherry/Willow 03/16/2018 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) 320 130 87 74 224 125 92 981 55 73 899 276 Future Volume (veh/h) 320 130 87 74 224 125 92 981 55 73 899 276 Number 7 4 14 3 8 18 5 2 12 1 6 16 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 1937 1863 1863 1824 1937 1863 1937 1937 1863 1937 Adj Flow Rate, veh/h 348 141 0 80 243 109 100 1066 0 79 977 171 Adj No. of Lanes 211110121121 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 632 515 455 469 274 123 296 1467 682 278 1436 668 Arrive On Green 0.11 0.28 0.00 0.06 0.23 0.21 0.06 0.41 0.00 0.05 0.41 0.41 Sat Flow, veh/h 3442 1863 1647 1774 1219 547 1845 3539 1647 1845 3539 1647 Grp Volume(v), veh/h 348 141 0 80 0 352 100 1066 0 79 977 171 Grp Sat Flow(s),veh/h/ln 1721 1863 1647 1774 0 1766 1845 1770 1647 1845 1770 1647 Q Serve(g_s), s 5.7 4.7 0.0 2.7 0.0 15.4 2.4 20.2 0.0 1.9 18.1 5.5 Cycle Q Clear(g_c), s 5.7 4.7 0.0 2.7 0.0 15.4 2.4 20.2 0.0 1.9 18.1 5.5 Prop In Lane 1.00 1.00 1.00 0.31 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 632 515 455 469 0 397 296 1467 682 278 1436 668 V/C Ratio(X) 0.55 0.27 0.00 0.17 0.00 0.89 0.34 0.73 0.00 0.28 0.68 0.26 Avail Cap(c_a), veh/h 717 515 455 537 0 397 365 1467 682 363 1436 668 HCM Platoon Ratio 1.00 1.00 1.00 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 0.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.3 22.7 0.0 21.3 0.0 30.2 14.5 19.6 0.0 15.0 19.5 15.8 Incr Delay (d2), s/veh 0.7 0.3 0.0 0.2 0.0 20.6 0.7 3.2 0.0 0.6 2.6 0.9 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 2.7 2.5 0.0 1.3 0.0 9.8 1.3 10.4 0.0 1.0 9.3 2.7 LnGrp Delay(d),s/veh 21.1 22.9 0.0 21.5 0.0 50.7 15.2 22.8 0.0 15.5 22.1 16.7 LnGrp LOS C C C D B C B C B Approach Vol, veh/h 489 432 1166 1227 Approach Delay, s/veh 21.6 45.3 22.2 20.9 Approach LOS CDCC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.3 37.7 7.9 27.1 8.0 37.0 12.0 23.0 Change Period (Y+Rc), s 4.0 5.5 4.0 6.0 4.0 5.5 4.0 6.0 Max Green Setting (Gmax), s 7.0 26.5 7.0 20.0 7.0 26.5 10.0 17.0 Max Q Clear Time (g_c+I1), s 3.9 22.2 4.7 6.7 4.4 20.1 7.7 17.4 Green Ext Time (p_c), s 0.0 3.9 0.0 2.6 0.0 5.6 0.3 0.0 Intersection Summary HCM 2010 Ctrl Delay 24.6 HCM 2010 LOS C Notes Timing Report, Sorted By Phase Short Bkgrd PM 3: College & Cherry/Willow 03/16/2018 Synchro 9 Light Report sb pm.syn Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 32 11 26 11 32 14 23 Maximum Split (%) 13.8% 40.0% 13.8% 32.5% 13.8% 40.0% 17.5% 28.8% Minimum Split (s) 11 23.5 11 23 11 24.5 11 23 Yellow Time (s) 33333333 All-Red Time (s) 1 2.5 1 3 1 2.5 1 3 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 4444 Flash Dont Walk (s) 12 8 12 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 41 52 4 15 41 52 4 18 End Time (s) 52 4 15 41 52 4 18 41 Yield/Force Off (s) 48 78.5 11 35 48 78.5 14 35 Yield/Force Off 170(s) 48 66.5 11 27 48 66.5 14 23 Local Start Time (s) 37 48 0 11 37 48 0 14 Local Yield (s) 44 74.5 7 31 44 74.5 10 31 Local Yield 170(s) 44 62.5 7 23 44 62.5 10 19 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 4 (5%), Referenced to phase 2:NBTL and 6:SBTL, Start of Red Splits and Phases: 3: College & Cherry/Willow Queues Short Bkgrd PM 3: College & Cherry/Willow 03/16/2018 Synchro 9 Light Report sb pm.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 348 141 95 80 379 100 1066 60 79 977 300 v/c Ratio 0.53 0.26 0.17 0.17 0.91 0.36 0.80 0.08 0.29 0.74 0.40 Control Delay 18.0 24.9 2.3 15.1 56.2 14.5 29.3 0.2 13.4 26.7 9.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 18.0 24.9 2.3 15.1 56.2 14.5 29.3 0.2 13.4 26.7 9.2 Queue Length 50th (ft) 55 56 0 23 170 25 259 0 20 229 37 Queue Length 95th (ft) 83 104 15 49 #332 50 #375 0 41 304 99 Internal Link Dist (ft) 189 505 157 149 Turn Bay Length (ft) 150 100 90 115 95 Base Capacity (vph) 661 534 570 484 421 283 1331 709 284 1327 753 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.53 0.26 0.17 0.17 0.90 0.35 0.80 0.08 0.28 0.74 0.40 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 TWSC Short Bkgrd AM 5: Willow & Community Center Access 03/16/2018 Synchro 9 Light Report sb am.syn Intersection Int Delay, s/veh 0.8 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 17 233 185 18 9 17 Future Vol, veh/h 17 233 185 18 9 17 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 20 274 218 21 11 20 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 239 0 - 0 542 228 Stage 1 - - - - 228 - Stage 2 - - - - 314 - 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 1328 - - - 501 811 Stage 1 - - - - 810 - Stage 2 - - - - 741 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1328 - - - 492 811 Mov Cap-2 Maneuver - - - - 492 - Stage 1 - - - - 810 - Stage 2 - - - - 728 - Approach SE NW SW HCM Control Delay, s 0.5 0 10.7 HCM LOS B Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 1328 - 662 HCM Lane V/C Ratio - - 0.015 - 0.046 HCM Control Delay (s) - - 7.8 0 10.7 HCM Lane LOS - - A A B HCM 95th %tile Q(veh) - - 0 - 0.1 HCM 2010 TWSC Short Bkgrd PM 5: Willow & Community Center Access 03/16/2018 Synchro 9 Light Report sb pm.syn Intersection Int Delay, s/veh 1.2 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 30 257 418 14 14 40 Future Vol, veh/h 30 257 418 14 14 40 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 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 32 276 449 15 15 43 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 465 0 - 0 798 457 Stage 1 - - - - 457 - Stage 2 - - - - 341 - 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 1096 - - - 355 604 Stage 1 - - - - 638 - Stage 2 - - - - 720 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1096 - - - 343 604 Mov Cap-2 Maneuver - - - - 343 - Stage 1 - - - - 638 - Stage 2 - - - - 696 - Approach SE NW SW HCM Control Delay, s 0.9 0 13.1 HCM LOS B Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 1096 - 504 HCM Lane V/C Ratio - - 0.029 - 0.115 HCM Control Delay (s) - - 8.4 0 13.1 HCM Lane LOS - - A A B HCM 95th %tile Q(veh) - - 0.1 - 0.4 HCM 2010 TWSC Short Bkgrd AM 11: Willow & Condos Access 03/16/2018 Synchro 9 Light Report sb am.syn Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 1 241 203 1 1 0 Future Vol, veh/h 1 241 203 1 1 0 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 1 284 239 1 1 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 240 0 - 0 525 239 Stage 1 - - - - 239 - Stage 2 - - - - 286 - Critical Hdwy 4.12 - - - 7.12 6.22 Critical Hdwy Stg 1 - - - - 6.12 - Critical Hdwy Stg 2 - - - - 6.12 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1327 - - - 463 800 Stage 1 - - - - 764 - Stage 2 - - - - 721 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1327 - - - 463 800 Mov Cap-2 Maneuver - - - - 463 - Stage 1 - - - - 763 - Stage 2 - - - - 720 - Approach SE NW SW HCM Control Delay, s 0 0 12.8 HCM LOS B Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 1327 - 463 HCM Lane V/C Ratio - - 0.001 - 0.003 HCM Control Delay (s) - - 7.7 0 12.8 HCM Lane LOS - - A A B HCM 95th %tile Q(veh) - - 0 - 0 HCM 2010 TWSC Short Bkgrd PM 11: Willow & Condos Access 03/16/2018 Synchro 9 Light Report sb pm.syn Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 1 270 432 2 0 0 Future Vol, veh/h 1 270 432 2 0 0 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 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 293 470 2 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 472 0 - 0 767 471 Stage 1 - - - - 471 - Stage 2 - - - - 296 - 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 1090 - - - 370 593 Stage 1 - - - - 628 - Stage 2 - - - - 755 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1090 - - - 370 593 Mov Cap-2 Maneuver - - - - 370 - Stage 1 - - - - 628 - Stage 2 - - - - 754 - Approach SE NW SW HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 1090 - - HCM Lane V/C Ratio - - 0.001 - - HCM Control Delay (s) - - 8.3 0 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 - - HCM 2010 TWSC Short Bkgrd AM 13: Willow & Pine 03/16/2018 Synchro 9 Light Report sb am.syn Intersection Int Delay, s/veh 1.3 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 30 212 190 20 20 14 Future Vol, veh/h 30 212 190 20 20 14 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 35 249 224 24 24 16 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 247 0 - 0 555 235 Stage 1 - - - - 235 - Stage 2 - - - - 320 - 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 1319 - - - 493 804 Stage 1 - - - - 804 - Stage 2 - - - - 736 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1319 - - - 478 804 Mov Cap-2 Maneuver - - - - 478 - Stage 1 - - - - 804 - Stage 2 - - - - 713 - Approach SE NW SW HCM Control Delay, s 1 0 11.7 HCM LOS B Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 1319 - 574 HCM Lane V/C Ratio - - 0.027 - 0.07 HCM Control Delay (s) - - 7.8 0 11.7 HCM Lane LOS - - A A B HCM 95th %tile Q(veh) - - 0.1 - 0.2 HCM 2010 TWSC Short Bkgrd PM 13: Willow & Pine 03/16/2018 Synchro 9 Light Report sb pm.syn Intersection Int Delay, s/veh 1.4 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 28 242 405 19 26 29 Future Vol, veh/h 28 242 405 19 26 29 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 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 30 257 431 20 28 31 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 451 0 - 0 758 441 Stage 1 - - - - 441 - Stage 2 - - - - 317 - Critical Hdwy 4.12 - - - 7.12 6.22 Critical Hdwy Stg 1 - - - - 6.12 - Critical Hdwy Stg 2 - - - - 6.12 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1109 - - - 324 616 Stage 1 - - - - 595 - Stage 2 - - - - 694 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1109 - - - 316 616 Mov Cap-2 Maneuver - - - - 316 - Stage 1 - - - - 576 - Stage 2 - - - - 672 - Approach SE NW SW HCM Control Delay, s 0.9 0 14.8 HCM LOS B Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 1109 - 425 HCM Lane V/C Ratio - - 0.027 - 0.138 HCM Control Delay (s) - - 8.3 0 14.8 HCM Lane LOS - - A A B HCM 95th %tile Q(veh) - - 0.1 - 0.5 HCM 2010 AWSC Short Bkgrd AM 7: Linden & Willow 03/16/2018 Synchro 9 Light Report sb am.syn Intersection Intersection Delay, s/veh 9.8 Intersection LOS A Movement SEU SEL SET SER NWU NWL NWT NWR NEU NEL NET NER Lane Configurations Traffic Vol, veh/h 0 57 138 47 0 13 79 25 0 43 70 14 Future Vol, veh/h 0 57 138 47 0 13 79 25 0 43 70 14 Peak Hour Factor 0.92 0.88 0.88 0.88 0.92 0.88 0.88 0.88 0.92 0.88 0.88 0.88 Heavy Vehicles, % 222222222222 Mvmt Flow 0 65 157 53 0 15 90 28 0 49 80 16 Number of Lanes 001000100010 Approach SE NW NE Opposing Approach NW SE SW Opposing Lanes 1 1 1 Conflicting Approach Left SW NE SE Conflicting Lanes Left 1 1 1 Conflicting Approach Right NE SW NW Conflicting Lanes Right 1 1 1 HCM Control Delay 10.5 9 9.5 HCM LOS B A A Lane NELn1 NWLn1 SELn1 SWLn1 Vol Left, % 34% 11% 24% 20% Vol Thru, % 55% 68% 57% 52% Vol Right, % 11% 21% 19% 27% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 127 117 242 124 LT Vol 43 13 57 25 Through Vol 70 79 138 65 RT Vol 14 25 47 34 Lane Flow Rate 144 133 275 141 Geometry Grp 1111 Degree of Util (X) 0.204 0.18 0.362 0.195 Departure Headway (Hd) 5.095 4.883 4.742 4.979 Convergence, Y/N Yes Yes Yes Yes Cap 699 727 754 714 Service Time 3.174 2.96 2.807 3.057 HCM Lane V/C Ratio 0.206 0.183 0.365 0.197 HCM Control Delay 9.5 9 10.5 9.3 HCM Lane LOS AABA HCM 95th-tile Q 0.8 0.7 1.7 0.7 HCM 2010 AWSC Short Bkgrd AM 7: Linden & Willow 03/16/2018 Synchro 9 Light Report sb am.syn Intersection Intersection Delay, s/veh Intersection LOS Movement SWU SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 25 65 34 Future Vol, veh/h 0 25 65 34 Peak Hour Factor 0.92 0.88 0.88 0.88 Heavy Vehicles, % 2222 Mvmt Flow 0 28 74 39 Number of Lanes 0010 Approach SW Opposing Approach NE Opposing Lanes 1 Conflicting Approach Left NW Conflicting Lanes Left 1 Conflicting Approach Right SE Conflicting Lanes Right 1 HCM Control Delay 9.3 HCM LOS A HCM 2010 AWSC Short Bkgrd PM 7: Linden & Willow 03/16/2018 Synchro 9 Light Report sb pm.syn Intersection Intersection Delay, s/veh 37 Intersection LOS E Movement SEU SEL SET SER NWU NWL NWT NWR NEU NEL NET NER Lane Configurations Traffic Vol, veh/h 0 46 145 66 0 12 327 145 0 47 135 21 Future Vol, veh/h 0 46 145 66 0 12 327 145 0 47 135 21 Peak Hour Factor 0.92 0.96 0.96 0.96 0.92 0.96 0.96 0.96 0.92 0.96 0.96 0.96 Heavy Vehicles, % 222222222222 Mvmt Flow 0 48 151 69 0 13 341 151 0 49 141 22 Number of Lanes 001000100010 Approach SE NW NE Opposing Approach NW SE SW Opposing Lanes 1 1 1 Conflicting Approach Left SW NE SE Conflicting Lanes Left 1 1 1 Conflicting Approach Right NE SW NW Conflicting Lanes Right 1 1 1 HCM Control Delay 20.2 57.7 18.2 HCM LOS C F C Lane NELn1 NWLn1 SELn1 SWLn1 Vol Left, % 23% 2% 18% 28% Vol Thru, % 67% 68% 56% 56% Vol Right, % 10% 30% 26% 17% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 203 484 257 360 LT Vol 47 12 46 99 Through Vol 135 327 145 201 RT Vol 21 145 66 60 Lane Flow Rate 211 504 268 375 Geometry Grp 1111 Degree of Util (X) 0.472 0.966 0.565 0.775 Departure Headway (Hd) 8.033 6.897 7.599 7.437 Convergence, Y/N Yes Yes Yes Yes Cap 446 529 474 488 Service Time 6.111 4.923 5.673 5.468 HCM Lane V/C Ratio 0.473 0.953 0.565 0.768 HCM Control Delay 18.2 57.7 20.2 31.7 HCM Lane LOS C F C D HCM 95th-tile Q 2.5 12.7 3.4 6.9 HCM 2010 AWSC Short Bkgrd PM 7: Linden & Willow 03/16/2018 Synchro 9 Light Report sb pm.syn Intersection Intersection Delay, s/veh Intersection LOS Movement SWU SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 99 201 60 Future Vol, veh/h 0 99 201 60 Peak Hour Factor 0.92 0.96 0.96 0.96 Heavy Vehicles, % 2222 Mvmt Flow 0 103 209 63 Number of Lanes 0010 Approach SW Opposing Approach NE Opposing Lanes 1 Conflicting Approach Left NW Conflicting Lanes Left 1 Conflicting Approach Right SE Conflicting Lanes Right 1 HCM Control Delay 31.7 HCM LOS D APPENDIX F HCM 2010 Signalized Intersection Summary Short Total AM 3: College & Cherry/Willow 04/13/2018 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) 179 151 137 48 91 52 55 524 45 67 758 289 Future Volume (veh/h) 179 151 137 48 91 52 55 524 45 67 758 289 Number 7 4 14 3 8 18 5 2 12 1 6 16 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 1937 1863 1863 1824 1937 1863 1937 1937 1863 1937 Adj Flow Rate, veh/h 211 178 0 56 107 26 65 616 -1 79 892 192 Adj No. of Lanes 211110121121 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, % 222222222222 Cap, veh/h 618 305 270 269 183 44 393 1907 887 559 1918 893 Arrive On Green 0.09 0.16 0.00 0.05 0.13 0.11 0.05 0.54 0.00 0.05 0.54 0.54 Sat Flow, veh/h 3442 1863 1647 1774 1449 352 1845 3539 1647 1845 3539 1647 Grp Volume(v), veh/h 211 178 0 56 0 133 65 616 -1 79 892 192 Grp Sat Flow(s),veh/h/ln 1721 1863 1647 1774 0 1801 1845 1770 1647 1845 1770 1647 Q Serve(g_s), s 4.0 7.1 0.0 2.1 0.0 5.6 1.2 7.8 0.0 1.5 12.3 4.8 Cycle Q Clear(g_c), s 4.0 7.1 0.0 2.1 0.0 5.6 1.2 7.8 0.0 1.5 12.3 4.8 Prop In Lane 1.00 1.00 1.00 0.20 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 618 305 270 269 0 227 393 1907 887 559 1918 893 V/C Ratio(X) 0.34 0.58 0.00 0.21 0.00 0.59 0.17 0.32 0.00 0.14 0.46 0.22 Avail Cap(c_a), veh/h 661 512 453 358 0 495 483 1907 887 644 1918 893 HCM Platoon Ratio 1.00 1.00 1.00 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 0.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 25.1 30.9 0.0 28.2 0.0 33.1 8.0 10.3 0.0 7.3 11.2 9.5 Incr Delay (d2), s/veh 0.3 1.8 0.0 0.4 0.0 2.4 0.2 0.4 0.0 0.1 0.8 0.6 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 1.9 3.8 0.0 1.1 0.0 2.9 0.6 3.9 0.0 0.7 6.2 2.3 LnGrp Delay(d),s/veh 25.4 32.7 0.0 28.6 0.0 35.5 8.2 10.7 0.0 7.5 12.0 10.0 LnGrp LOS C C C D A B A B B Approach Vol, veh/h 389 189 680 1163 Approach Delay, s/veh 28.7 33.4 10.5 11.4 Approach LOS C C B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.3 47.6 7.0 18.1 7.1 47.9 10.0 15.1 Change Period (Y+Rc), s 4.0 5.5 4.0 6.0 4.0 5.5 4.0 6.0 Max Green Setting (Gmax), s 7.0 25.5 7.0 21.0 7.0 25.5 7.0 21.0 Max Q Clear Time (g_c+I1), s 3.5 9.8 4.1 9.1 3.2 14.3 6.0 7.6 Green Ext Time (p_c), s 0.0 9.9 0.0 1.4 0.0 7.7 0.1 1.5 Intersection Summary HCM 2010 Ctrl Delay 15.7 HCM 2010 LOS B Timing Report, Sorted By Phase Short Total AM 3: College & Cherry/Willow 04/13/2018 Synchro 9 Light Report st am.syn Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 31 11 27 11 31 11 27 Maximum Split (%) 13.8% 38.8% 13.8% 33.8% 13.8% 38.8% 13.8% 33.8% Minimum Split (s) 11 23.5 11 27 11 24.5 11 27 Yellow Time (s) 33333333 All-Red Time (s) 1 2.5 1 3 1 2.5 1 3 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 12 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 78 9 40 51 78 9 40 51 End Time (s) 9 40 51 78 9 40 51 78 Yield/Force Off (s) 5 34.5 47 72 5 34.5 47 72 Yield/Force Off 170(s) 5 23.5 47 62 5 22.5 47 60 Local Start Time (s) 38 49 0 11 38 49 0 11 Local Yield (s) 45 74.5 7 32 45 74.5 7 32 Local Yield 170(s) 45 63.5 7 22 45 62.5 7 20 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 40 (50%), Referenced to phase 2:NBTL and 6:SBTL, Start of Red Splits and Phases: 3: College & Cherry/Willow Queues Short Total AM 3: College & Cherry/Willow 04/13/2018 Synchro 9 Light Report st am.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 211 178 161 56 168 65 616 53 79 892 340 v/c Ratio 0.30 0.42 0.33 0.14 0.51 0.18 0.38 0.06 0.16 0.55 0.38 Control Delay 19.1 30.4 6.5 17.5 28.1 9.6 17.1 0.2 9.2 19.1 7.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.1 30.4 6.5 17.5 28.1 9.6 17.1 0.2 9.2 19.1 7.3 Queue Length 50th (ft) 38 82 0 19 60 13 106 0 15 170 31 Queue Length 95th (ft) 51 122 38 36 99 32 167 0 38 252 89 Internal Link Dist (ft) 189 505 157 149 Turn Bay Length (ft) 150 100 90 115 95 Base Capacity (vph) 715 512 566 411 509 380 1623 831 503 1634 905 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.30 0.35 0.28 0.14 0.33 0.17 0.38 0.06 0.16 0.55 0.38 Intersection Summary HCM 2010 Signalized Intersection Summary Short Total PM 3: College & Cherry/Willow 04/13/2018 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) 320 139 87 81 229 128 92 981 67 79 899 276 Future Volume (veh/h) 320 139 87 81 229 128 92 981 67 79 899 276 Number 7 4 14 3 8 18 5 2 12 1 6 16 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 1937 1863 1863 1824 1937 1863 1937 1937 1863 1937 Adj Flow Rate, veh/h 348 151 0 88 249 111 100 1066 2 86 977 168 Adj No. of Lanes 211110121121 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 621 506 448 463 275 123 296 1457 678 281 1436 668 Arrive On Green 0.11 0.27 0.00 0.07 0.22 0.21 0.06 0.41 0.41 0.06 0.41 0.41 Sat Flow, veh/h 3442 1863 1647 1774 1222 545 1845 3539 1647 1845 3539 1647 Grp Volume(v), veh/h 348 151 0 88 0 360 100 1066 2 86 977 168 Grp Sat Flow(s),veh/h/ln 1721 1863 1647 1774 0 1767 1845 1770 1647 1845 1770 1647 Q Serve(g_s), s 5.7 5.1 0.0 3.0 0.0 15.9 2.4 20.3 0.1 2.1 18.1 5.4 Cycle Q Clear(g_c), s 5.7 5.1 0.0 3.0 0.0 15.9 2.4 20.3 0.1 2.1 18.1 5.4 Prop In Lane 1.00 1.00 1.00 0.31 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 621 506 448 463 0 397 296 1457 678 281 1436 668 V/C Ratio(X) 0.56 0.30 0.00 0.19 0.00 0.91 0.34 0.73 0.00 0.31 0.68 0.25 Avail Cap(c_a), veh/h 706 506 448 523 0 397 366 1457 678 361 1436 668 HCM Platoon Ratio 1.00 1.00 1.00 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 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.4 23.1 0.0 21.2 0.0 30.3 14.5 19.8 13.9 15.0 19.5 15.7 Incr Delay (d2), s/veh 0.8 0.3 0.0 0.2 0.0 23.8 0.7 3.3 0.0 0.6 2.6 0.9 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 2.7 2.7 0.0 1.4 0.0 10.3 1.3 10.4 0.0 1.1 9.3 2.6 LnGrp Delay(d),s/veh 21.2 23.4 0.0 21.4 0.0 54.1 15.2 23.1 13.9 15.6 22.1 16.6 LnGrp LOS C C C D B C B B C B Approach Vol, veh/h 499 448 1168 1231 Approach Delay, s/veh 21.9 47.7 22.4 20.9 Approach LOS CDCC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.5 37.4 8.3 26.8 8.0 37.0 12.0 23.0 Change Period (Y+Rc), s 4.0 5.5 4.0 6.0 4.0 5.5 4.0 6.0 Max Green Setting (Gmax), s 7.0 26.5 7.0 20.0 7.0 26.5 10.0 17.0 Max Q Clear Time (g_c+I1), s 4.1 22.3 5.0 7.1 4.4 20.1 7.7 17.9 Green Ext Time (p_c), s 0.0 3.8 0.0 2.7 0.0 5.6 0.3 0.0 Intersection Summary HCM 2010 Ctrl Delay 25.2 HCM 2010 LOS C Notes Timing Report, Sorted By Phase Short Total PM 3: College & Cherry/Willow 04/13/2018 Synchro 9 Light Report st pm.syn Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 32 11 26 11 32 14 23 Maximum Split (%) 13.8% 40.0% 13.8% 32.5% 13.8% 40.0% 17.5% 28.8% Minimum Split (s) 11 23.5 11 23 11 24.5 11 23 Yellow Time (s) 33333333 All-Red Time (s) 1 2.5 1 3 1 2.5 1 3 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 4444 Flash Dont Walk (s) 12 8 12 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 41 52 4 15 41 52 4 18 End Time (s) 52 4 15 41 52 4 18 41 Yield/Force Off (s) 48 78.5 11 35 48 78.5 14 35 Yield/Force Off 170(s) 48 66.5 11 27 48 66.5 14 23 Local Start Time (s) 37 48 0 11 37 48 0 14 Local Yield (s) 44 74.5 7 31 44 74.5 10 31 Local Yield 170(s) 44 62.5 7 23 44 62.5 10 19 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 4 (5%), Referenced to phase 2:NBTL and 6:SBTL, Start of Red Splits and Phases: 3: College & Cherry/Willow Queues Short Total PM 3: College & Cherry/Willow 04/13/2018 Synchro 9 Light Report st pm.syn Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 348 151 95 88 388 100 1066 73 86 977 300 v/c Ratio 0.53 0.28 0.17 0.18 0.92 0.36 0.81 0.10 0.31 0.74 0.40 Control Delay 17.9 25.0 2.3 15.3 58.2 14.5 29.6 0.3 13.7 26.9 9.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.9 25.0 2.3 15.3 58.2 14.5 29.6 0.3 13.7 26.9 9.2 Queue Length 50th (ft) 55 61 0 26 176 25 259 0 21 229 37 Queue Length 95th (ft) 83 110 15 53 #343 50 #375 0 44 304 99 Internal Link Dist (ft) 189 505 157 149 Turn Bay Length (ft) 150 100 90 115 95 Base Capacity (vph) 661 538 574 484 421 283 1321 704 284 1319 749 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.53 0.28 0.17 0.18 0.92 0.35 0.81 0.10 0.30 0.74 0.40 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 2010 TWSC Short Total AM 5: North Access/Community Center Access & Willow 04/13/2018 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 1.2 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 17 234 4 1 188 18 11 0 2 9 0 17 Future Vol, veh/h 17 234 4 1 188 18 11 0 2 9 0 17 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 - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 20 275 5 1 221 21 13 0 2 11 0 20 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 242 0 0 280 0 0 562 563 278 553 554 232 Stage 1 - - - - - - 318 318 - 234 234 - Stage 2 - - - - - - 244 245 - 319 320 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1324 - - 1283 - - 438 435 761 444 440 807 Stage 1 - - - - - - 693 654 - 769 711 - Stage 2 - - - - - - 760 703 - 693 652 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1324 - - 1283 - - 421 427 761 436 432 807 Mov Cap-2 Maneuver - - - - - - 421 427 - 436 432 - Stage 1 - - - - - - 681 642 - 755 710 - Stage 2 - - - - - - 740 702 - 678 640 - Approach SE NW NE SW HCM Control Delay, s 0.5 0 13.2 11.1 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 452 1283 - - 1324 - - 623 HCM Lane V/C Ratio 0.034 0.001 - - 0.015 - - 0.049 HCM Control Delay (s) 13.2 7.8 0 - 7.8 0 - 11.1 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.2 HCM 2010 TWSC Short Total PM 5: North Access/Community Center Access & Willow 04/13/2018 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 1.6 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 30 262 22 3 421 14 12 0 2 14 0 40 Future Vol, veh/h 30 262 22 3 421 14 12 0 2 14 0 40 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 - - - - - - - - - - - - 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 32 282 24 3 453 15 13 0 2 15 0 43 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 468 0 0 305 0 0 846 832 294 826 837 460 Stage 1 - - - - - - 358 358 - 467 467 - Stage 2 - - - - - - 488 474 - 359 370 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1094 - - 1256 - - 282 305 745 291 303 601 Stage 1 - - - - - - 660 628 - 576 562 - Stage 2 - - - - - - 561 558 - 659 620 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1094 - - 1256 - - 254 293 745 282 292 601 Mov Cap-2 Maneuver - - - - - - 254 293 - 282 292 - Stage 1 - - - - - - 637 606 - 556 560 - Stage 2 - - - - - - 519 556 - 634 598 - Approach SE NW NE SW HCM Control Delay, s 0.8 0.1 18.6 13.8 HCM LOS C B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 280 1256 - - 1094 - - 465 HCM Lane V/C Ratio 0.054 0.003 - - 0.029 - - 0.125 HCM Control Delay (s) 18.6 7.9 0 - 8.4 0 - 13.8 HCM Lane LOS C A A - A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.4 HCM 2010 TWSC Short Total AM 11: Willow & Condos Access 04/13/2018 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 1 244 207 1 1 0 Future Vol, veh/h 1 244 207 1 1 0 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 1 287 244 1 1 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 245 0 - 0 533 244 Stage 1 - - - - 244 - Stage 2 - - - - 289 - 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 1321 - - - 507 795 Stage 1 - - - - 797 - Stage 2 - - - - 760 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1321 - - - 506 795 Mov Cap-2 Maneuver - - - - 506 - Stage 1 - - - - 797 - Stage 2 - - - - 759 - Approach SE NW SW HCM Control Delay, s 0 0 12.1 HCM LOS B Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 1321 - 506 HCM Lane V/C Ratio - - 0.001 - 0.002 HCM Control Delay (s) - - 7.7 0 12.1 HCM Lane LOS - - A A B HCM 95th %tile Q(veh) - - 0 - 0 HCM 2010 TWSC Short Total PM 11: Willow & Condos Access 04/13/2018 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 0 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 1 277 438 2 0 0 Future Vol, veh/h 1 277 438 2 0 0 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 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 301 476 2 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 478 0 - 0 780 477 Stage 1 - - - - 477 - Stage 2 - - - - 303 - 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 1084 - - - 364 588 Stage 1 - - - - 624 - Stage 2 - - - - 749 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1084 - - - 364 588 Mov Cap-2 Maneuver - - - - 364 - Stage 1 - - - - 624 - Stage 2 - - - - 748 - Approach SE NW SW HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NWT NWR SEL SETSWLn1 Capacity (veh/h) - - 1084 - - HCM Lane V/C Ratio - - 0.001 - - HCM Control Delay (s) - - 8.3 0 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 - - HCM 2010 TWSC Short Total AM 13: South Access/Pine & Willow 04/13/2018 Synchro 9 Light Report st am.syn Intersection Int Delay, s/veh 1.8 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 30 214 1 5 191 20 3 0 16 20 0 14 Future Vol, veh/h 30 214 1 5 191 20 3 0 16 20 0 14 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 - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 35 252 1 6 225 24 4 0 19 24 0 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 248 0 0 253 0 0 579 583 252 580 572 236 Stage 1 - - - - - - 323 323 - 248 248 - Stage 2 - - - - - - 256 260 - 332 324 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1318 - - 1312 - - 426 424 787 426 430 803 Stage 1 - - - - - - 689 650 - 756 701 - Stage 2 - - - - - - 749 693 - 681 650 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1318 - - 1312 - - 406 409 787 404 415 803 Mov Cap-2 Maneuver - - - - - - 406 409 - 404 415 - Stage 1 - - - - - - 668 630 - 733 697 - Stage 2 - - - - - - 730 690 - 644 630 - Approach SE NW NE SW HCM Control Delay, s 1 0.2 10.4 12.7 HCM LOS B B Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 685 1312 - - 1318 - - 508 HCM Lane V/C Ratio 0.033 0.004 - - 0.027 - - 0.079 HCM Control Delay (s) 10.4 7.8 0 - 7.8 0 - 12.7 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0.3 HCM 2010 TWSC Short Total PM 13: South Access/Pine & Willow 04/13/2018 Synchro 9 Light Report st pm.syn Intersection Int Delay, s/veh 1.9 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 28 244 5 31 408 19 3 0 17 26 0 29 Future Vol, veh/h 28 244 5 31 408 19 3 0 17 26 0 29 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 - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 30 260 5 33 434 20 3 0 18 28 0 31 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 454 0 0 265 0 0 848 842 262 841 834 444 Stage 1 - - - - - - 322 322 - 510 510 - Stage 2 - - - - - - 526 520 - 331 324 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1107 - - 1299 - - 281 301 777 284 304 614 Stage 1 - - - - - - 690 651 - 546 538 - Stage 2 - - - - - - 535 532 - 682 650 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1107 - - 1299 - - 254 281 777 264 284 614 Mov Cap-2 Maneuver - - - - - - 254 281 - 264 284 - Stage 1 - - - - - - 668 630 - 529 520 - Stage 2 - - - - - - 491 514 - 645 629 - Approach SE NW NE SW HCM Control Delay, s 0.8 0.5 11.3 16.3 HCM LOS B C Minor Lane/Major Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity (veh/h) 594 1299 - - 1107 - - 377 HCM Lane V/C Ratio 0.036 0.025 - - 0.027 - - 0.155 HCM Control Delay (s) 11.3 7.8 0 - 8.3 0 - 16.3 HCM Lane LOS B A A - A A - C HCM 95th %tile Q(veh) 0.1 0.1 - - 0.1 - - 0.5 HCM 2010 AWSC Short Total AM 7: Linden & Willow 04/13/2018 Synchro 9 Light Report st am.syn Intersection Intersection Delay, s/veh 10 Intersection LOS A Movement SEU SEL SET SER NWU NWL NWT NWR NEU NEL NET NER Lane Configurations Traffic Vol, veh/h 0 60 146 54 0 13 82 25 0 45 70 14 Future Vol, veh/h 0 60 146 54 0 13 82 25 0 45 70 14 Peak Hour Factor 0.92 0.88 0.88 0.88 0.92 0.88 0.88 0.88 0.92 0.88 0.88 0.88 Heavy Vehicles, % 222222222222 Mvmt Flow 0 68 166 61 0 15 93 28 0 51 80 16 Number of Lanes 001000100010 Approach SE NW NE Opposing Approach NW SE SW Opposing Lanes 1 1 1 Conflicting Approach Left SW NE SE Conflicting Lanes Left 1 1 1 Conflicting Approach Right NE SW NW Conflicting Lanes Right 1 1 1 HCM Control Delay 10.9 9.2 9.6 HCM LOS B A A Lane NELn1 NWLn1 SELn1 SWLn1 Vol Left, % 35% 11% 23% 20% Vol Thru, % 54% 68% 56% 52% Vol Right, % 11% 21% 21% 28% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 129 120 260 125 LT Vol 45 13 60 25 Through Vol 70 82 146 65 RT Vol 14 25 54 35 Lane Flow Rate 147 136 295 142 Geometry Grp 1111 Degree of Util (X) 0.21 0.187 0.39 0.199 Departure Headway (Hd) 5.159 4.926 4.752 5.038 Convergence, Y/N Yes Yes Yes Yes Cap 688 720 750 705 Service Time 3.249 3.013 2.824 3.128 HCM Lane V/C Ratio 0.214 0.189 0.393 0.201 HCM Control Delay 9.6 9.2 10.9 9.4 HCM Lane LOS AABA HCM 95th-tile Q 0.8 0.7 1.9 0.7 HCM 2010 AWSC Short Total AM 7: Linden & Willow 04/13/2018 Synchro 9 Light Report st am.syn Intersection Intersection Delay, s/veh Intersection LOS Movement SWU SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 25 65 35 Future Vol, veh/h 0 25 65 35 Peak Hour Factor 0.92 0.88 0.88 0.88 Heavy Vehicles, % 2222 Mvmt Flow 0 28 74 40 Number of Lanes 0010 Approach SW Opposing Approach NE Opposing Lanes 1 Conflicting Approach Left NW Conflicting Lanes Left 1 Conflicting Approach Right SE Conflicting Lanes Right 1 HCM Control Delay 9.4 HCM LOS A HCM 2010 AWSC Short Total PM 7: Linden & Willow 04/13/2018 Synchro 9 Light Report st pm.syn Intersection Intersection Delay, s/veh 46.9 Intersection LOS E Movement SEU SEL SET SER NWU NWL NWT NWR NEU NEL NET NER Lane Configurations Traffic Vol, veh/h 0 49 154 73 0 12 342 145 0 59 135 21 Future Vol, veh/h 0 49 154 73 0 12 342 145 0 59 135 21 Peak Hour Factor 0.92 0.96 0.96 0.96 0.92 0.96 0.96 0.96 0.92 0.96 0.96 0.96 Heavy Vehicles, % 222222222222 Mvmt Flow 0 51 160 76 0 13 356 151 0 61 141 22 Number of Lanes 001000100010 Approach SE NW NE Opposing Approach NW SE SW Opposing Lanes 1 1 1 Conflicting Approach Left SW NE SE Conflicting Lanes Left 1 1 1 Conflicting Approach Right NE SW NW Conflicting Lanes Right 1 1 1 HCM Control Delay 23.6 78.6 20.3 HCM LOS C F C Lane NELn1 NWLn1 SELn1 SWLn1 Vol Left, % 27% 2% 18% 27% Vol Thru, % 63% 69% 56% 55% Vol Right, % 10% 29% 26% 18% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 215 499 276 367 LT Vol 59 12 49 99 Through Vol 135 342 154 201 RT Vol 21 145 73 67 Lane Flow Rate 224 520 288 382 Geometry Grp 1111 Degree of Util (X) 0.518 1.042 0.627 0.814 Departure Headway (Hd) 8.531 7.22 8.021 7.83 Convergence, Y/N Yes Yes Yes Yes Cap 426 504 454 466 Service Time 6.531 5.22 6.021 5.83 HCM Lane V/C Ratio 0.526 1.032 0.634 0.82 HCM Control Delay 20.3 78.6 23.6 36.9 HCM Lane LOS C F C E HCM 95th-tile Q 2.9 15.3 4.2 7.7 HCM 2010 AWSC Short Total PM 7: Linden & Willow 04/13/2018 Synchro 9 Light Report st pm.syn Intersection Intersection Delay, s/veh Intersection LOS Movement SWU SWL SWT SWR Lane Configurations Traffic Vol, veh/h 0 99 201 67 Future Vol, veh/h 0 99 201 67 Peak Hour Factor 0.92 0.96 0.96 0.96 Heavy Vehicles, % 2222 Mvmt Flow 0 103 209 70 Number of Lanes 0010 Approach SW Opposing Approach NE Opposing Lanes 1 Conflicting Approach Left NW Conflicting Lanes Left 1 Conflicting Approach Right SE Conflicting Lanes Right 1 HCM Control Delay 36.9 HCM LOS E APPENDIX G 232 Willow Residences SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES 232 Willow Residences 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 northwest of the site Commercial Minimum A A B A A 1 Actual A A B A A Proposed A A B A A Commercial/Residential uses northeast of the site Commercial/ Residential Minimum A A B A A 2 Actual A A B A A Proposed A A B A A Commercial uses southeast of the site Commercial Minimum A A B A A 3 Actual A A B A A Proposed A A B A A Commercial uses south of the site Commercial Minimum A A B A A 4 Actual A A B A A Proposed A A B A A Commercial uses west of the site Commercial Minimum A A B A A 5 Actual A A B A A Proposed A A B A A Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 232 Willow Residences SCALE: 1"=500' BICYCLE INFLUENCE AREA DELICH ASSOCIATES 232 Willow Residences 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 1 northwest of the site Commercial C B B Commercial uses 2 northeast of the site Commercial C A A Commercial uses 3 southeast of the site Commercial C A A Commercial uses south 4 of the site Commercial C B B Commercial uses west 5 of the site Commercial C B B 6 7 8 400 500 600 NEB AM 131 VPH AM 392 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 772 VPH SWB PM 365 VPH 400 500 600 NEB AM 127 VPH AM 359 VPH *100 *150 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES PM 741 VPH SWB PM 360 VPH 188/421 17/30 234/262 4/22 11/12 2/2 1/3 North Access South Access 45/114 85/214 39/68 College 85/194 39/55 College