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HomeMy WebLinkAboutTHORELL PARK SUBDIVISION (FORMERLY JOHNSTON ANNEXATION) - PDP - PDP160032 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYDELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 8 Pederstrian Facilities ....................................................................................................... 8 Bicycle Facilities ............................................................................................................ 10 Transit Facilities ............................................................................................................ 10 III. PROPOSED DEVELOPMENT ............................................................................... 11 Trip Generation ............................................................................................................. 11 Trip Distribution ............................................................................................................. 13 Background Traffic Projections ..................................................................................... 13 Trip Assignment ............................................................................................................ 13 Signal Warrants ............................................................................................................. 13 Geometry ...................................................................................................................... 21 Operation Analysis ........................................................................................................ 21 Pedestrian Level of Service ........................................................................................... 26 Bicycle Level of Service ................................................................................................ 33 Transit Level of Service ................................................................................................. 33 IV. CONCLUSIONS .................................................................................................... 34 DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 9 2. Trip Generation ....................................................................................................... 11 3. Short Range (2021) Background Peak Hour Operation .......................................... 24 4. Long Range (2035) Background Peak Hour Operation ........................................... 27 5. Short Range (2021) Total Peak Hour Operation ..................................................... 29 6. Long Range (2035) Total Peak Hour Operation ...................................................... 31 LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Current Roadway Geometry ...................................................................................... 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Adjusted/Balanced Recent Peak Hour Traffic ........................................................... 7 5. Site Plan .................................................................................................................. 12 6. Trip Distribution ....................................................................................................... 14 7. Short Range (2021) Background Peak Hour Traffic ................................................ 15 8. Long Range (2035) Background Peak Hour Traffic ................................................. 16 9. Short Range (2021) Site Generated Peak Hour Traffic ........................................... 17 10. Long Range (2035) Site Generated Peak Hour Traffic ............................................ 18 11. Short Range (2021) Total Peak Hour Traffic ........................................................... 19 12. Long Range (2035) Total Peak Hour Traffic ............................................................ 20 13. Short Range (2021) Geometry ................................................................................ 22 14. Long Range (2035) Geometry ................................................................................. 23 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. Signal Warrant Data E. Short Range (2021) Background Peak Hour Operation F. Long Range (2035) Background Peak Hour Operation G. Short Range (2021) Total Peak Hour Operation H. Long Range (2035) Total Peak Hour Operation I. Pedestrian/Bicycle Level of Service Worksheets DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 1 I. INTRODUCTION This Transportation Impact Study (TIS) addresses the capacity, geometric, and control requirements for the proposed Thorell Park Subdivision. The proposed Thorell Park Subdivision is located on the west side of Timberline Road north of Linden Park in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project engineer (Phelps Engineering) and the City of Fort Collins Traffic Operations. The Transportation Impact Study Base Assumptions form and related documents are provided in Appendix A. This study generally conforms to the format set forth in the Fort Collins TIS Guidelines in the “Larimer County Urban Area Street Standards” (LCUASS). A scoping discussion was held with the Fort Collins Traffic Engineering staff. 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 Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Thorell Park Subdivision is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily residential, institutional (school), or open. There are residential uses (The Crowne, Westchase, and Timber Condos) to the east of the site. Bacon Elementary is to the northeast of the site. Kechter Farms and Mail Creek Crossing, residential uses to the east of Timberline Road are under construction. The Thorell Park Subdivision site is currently vacant. The center of Fort Collins lies to the northwest of the proposed Thorell Park Subdivision site. Streets The primary streets near the Thorell Park Subdivision site are Timberline Road, Trilby Road, Kechter Road, Fossil Creek Parkway, Zephyr Road, and Rosen Drive. Figure 2 shows the current geometry at the key intersections. Timberline Road is east of the proposed Thorell Park Subdivision site. It is a north-south street classified as a four-lane arterial street, north of Trilby Road and a two-lane arterial street, south of Trilby Road on the Fort Collins Master Street Plan. Currently, Timberline Road has a two-lane cross section in this area. At the Timberline/ Kechter-Willow Springs intersection, Timberline Road has northbound and southbound left-turn lanes, a through lane in each direction, and northbound and southbound right- turn lanes. At the Timberline/Zephyr intersection, Timberline Road has a southbound left-turn lane, a through lane in each direction, and a northbound right-turn lane. At the Timberline/Rosen intersection, Timberline Road has a two-way left-turn lane, a through lane in each direction, and a southbound right-turn lane. At the Timberline/Fossil Creek intersection, Timberline Road has two-way left-turn lane, a northbound through/right- turn lane, a southbound through lane, and a southbound right-turn lane. At the Timberline/Trilby intersection, Timberline Road has northbound and southbound left- turn lanes, a through lane in each direction, and northbound and southbound right-turn lanes. The Timberline/Kechter-Willow Springs and Timberline/Trilby intersections have signal control. The Timberline/ Zephyr, Timberline/Rosen, and Timberline/Fossil Creek intersections have stop sign control on Zephyr Road, Rosen Drive, and Fossil Creek, respectively. The posted speed limit on Timberline Road is 40 mph, north of Trilby Road and 50 mph, south of Trilby Road. Kechter Road is north of the proposed Thorell Park Subdivision site. It is an east-west street classified as a two-lane arterial on the Fort Collins Master Street Plan. Currently, Kechter Road has a two-lane cross section. At the Timberline/Kechter-Willow Kechter Timberline Fossil Creek Trilby Zephyr Willow Springs SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Thorell Park Subdivision TIS, September 2016 Page 3 CURRENT INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Thorell Park Subdivision TIS, September 2016 Page 4 Trilby Willow Kechter Springs Fossil Creek Rosen Timberline Zephyr - Denotes Lane DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 5 Springs intersection, Kechter Road has a westbound left-turn lane, a westbound through lane, and a westbound right-turn lane. Willow Springs Way has an eastbound left-turn lane and a through/right-turn lane. The posted speed limit on this segment of Kechter Road is 40 mph. Zephyr Road is northeast of the proposed Thorell Park Subdivision site. It is an east-west street classified as a two-lane collector street on the Fort Collins Master Street Plan. Currently, Zephyr Road has a two-lane cross section. Zephyr Road only has an east leg at the Timberline/Zephyr intersection. At the Timberline/Zephyr intersection, Zephyr Road has a westbound left-turn lane and a westbound right-turn lane. The posted speed limit on Zephyr Road is 25 mph. Rosen Drive is north of (adjacent to) the proposed Thorell Park Subdivision site. It is an east-west street classified as a local street on the Fort Collins Master Street Plan. Currently, Rosen Drive has a two-lane cross section. Rosen Drive only has a west leg at the Timberline/Rosen intersection. At the Timberline/Rosen intersection, Rosen Drive Road has all eastbound movements combined into a single lane. The posted speed limit on Rosen Drive is 25 mph. Fossil Creek Parkway is south of the proposed Thorell Park Subdivision site. It is an east-west street classified as a local street on the Fort Collins Master Street Plan. Currently, Fossil Creek Parkway has a two-lane cross section. At the Timberline/Fossil Creek intersection, Fossil Creek Parkway has all westbound movements combined into a single lane. The east leg and west leg of Fossil Creek Parkway is wide enough that right-turning vehicles bypass the through/left-turning vehicles. Trilby Road is south of the proposed Thorell Park Subdivision site. It is an east- west street classified as a four-lane arterial, west of Timberline Road and a two-lane collector, east of Timberline Road on the Fort Collins Master Street Plan. Currently, Trilby Road has a two-lane cross section. At the Timberline/Trilby intersection, Trilby Road has eastbound and westbound left-turn lanes and a through/right-turn lane in each direction. The posted speed limit on Trilby Road is 40 mph, west of Timberline Road and 25 mph, east of Timberline Road. Existing Traffic Recent peak hour traffic volumes at the Timberline/Kechter-Willow Springs, Timberline/Zephyr, Timberline/Fossil Creek, and Timberline/Trilby intersections are shown in Figure 3. The counts at the Timberline/Zephyr and Timberline/Fossil Creek intersections were obtained in September 2016. The counts at the Timberline/Kechter- Willow Springs and Timberline/Trilby intersections were obtained in May 2015 by the city of Fort Collins. Raw traffic count data is provided in Appendix B. Since the counts were done on different days, the counts were adjusted/balanced. The adjusted/balanced recent peak hour traffic is shown in Figure 4 RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Thorell Park Subdivision TIS, September 2016 Page 6 57/95 478/467 48/41 187/342 384/580 26/4 276/285 67/69 84/73 43/19 75/62 64/42 14/50 834/788 5/21 17/72 615/924 12/36 42/24 0/1 52/41 56/30 0/1 12/6 Trilby Zephyr 9/33 493/788 83/143 47/21 20/17 28/20 16/32 831/684 182/158 119/116 6/30 135/219 Willow Kechter Springs Fossil Creek Timberline 626/1115 63/52 902/888 27/29 92/55 16/23 AM/PM ADJUSTED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Thorell Park Subdivision TIS, September 2016 Page 7 57/95 461/472 48/41 192/335 396/570 26/4 266/288 67/69 84/73 43/19 75/62 64/42 14/50 827/786 5/21 17/72 575/931 12/36 42/24 0/1 52/41 56/30 0/1 12/6 Trilby Zephyr 9/33 491/857 83/143 47/21 20/17 28/20 16/32 800/679 174/157 119/116 6/30 134/195 Willow Kechter Springs Fossil Creek Timberline 590/1018 63/52 898/813 27/27 92/55 15/21 AM/PM DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 8 Existing Operation The Timberline/Kechter-Willow Springs, Timberline/Zephyr, Timberline/Fossil Creek, and Timberline/Trilby intersections were evaluated using techniques provided in the 2010 Highway Capacity Manual. Using the morning and afternoon peak hour traffic shown in Figure 4, the peak hour operation is shown in Table 1. Calculation forms are provided in Appendix C. The key intersections are currently meet the City of Fort Collins Motor Vehicle LOS Standards during the morning and afternoon peak hours with existing control and geometry. A description of level of service for signalized and unsignalized intersections from the 2010 Highway Capacity Manual is provided in Appendix C. Table 4-3 showing the Fort Collins Motor Vehicle LOS Standards (intersections0 is also provided in Appendix C. The Thorell Park Subdivision site is in an area termed “mixed use districts.” In areas termed “mixed use districts,” acceptable operation at signalized intersections during the peak hours is defined as level of service E or better for any movement, leg, or overall. At arterial/arterial and collector/collector stop sign controlled intersections, acceptable operation is considered to be at level of service E, overall and level of service F, for any approach leg. At arterial/collector, arterial/local, collector/local, and local/local stop sign controlled intersections, acceptable operation is considered to be at level of service D, overall and level of service F, for any approach leg. Over a number of years, Delich Associates has conducted research comparing the calculated delay (measure of Level of Service (LOS)) and observed delay at stop sign controlled intersections. This was applied to the minor (stop sign controlled) movements (left turns and right turns) at both four-leg intersections and three-leg intersections. That research indicated that an intersection where delay to the minor street movements were relatively short (LOS A, B, C), the calculated delay reasonably matched the observed delay. However, when the major street traffic increased substantially (>1500 vph), the calculated delay to the minor street movements (using the HCM techniques) were longer than the observed delays. This research was conducted using LOS techniques in the 2000 Highway Capacity Manual (2000 HCM). Comparisons have not yet been extended to the 2010 Highway Capacity Manual (2010 HCM) techniques in a rigorous fashion. However, casual comparisons indicate that the differences may be similar. This information is provided to the reviewer in consideration of drawing conclusions based upon the LOS and calculated delay at the Timberline/Zephyr and Timberline/Fossil Creek intersections. Pedestrian Facilities There are sidewalks along the east side of Timberline Road (between Trilby Road and Zephyr Road), along Zephyr Road, along Fossil Creek Parkway, along Trilby Road (east of Timberline), and the west side of Timberline Road (near the Timberline/Kechter-Willow Springs intersection). Sidewalks will be incorporated within and adjacent to this development. DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 9 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Kechter-Willow Springs (signal) EB LT D D EB T/RT D D EB APPROACH D D WB LT D D WB T D D WB RT D D WB APPROACH D D NB LT A B NB T B B NB RT A A NB APPROACH B B SB LT B A SB T A B SB RT A A SB APPROACH A B OVERALL B B Timberline/Zephyr (stop sign) WB LT D E WB RT D C WB APPROACH D D SB LT B B OVERALL A A Timberline/Fossil Creek (stop sign) EB LT/T D E EB RT B C EB APPROACH C D WB LT/T D E WB RT C C WB APPROACH C C NB LT A B SB LT A B OVERALL A A Timberline/Trilby (signal) EB LT E E EB T/RT C D EB APPROACH E E WB LT D E WB T/RT D E WB APPROACH D E NB LT A B NB T B B NB RT A A NB APPROACH B B SB LT A A SB T B B SB RT A B SB APPROACH B B OVERALL C C DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 10 Bicycle Facilities There are bicycle lanes along Timberline Road, Zephyr Road, and Trilby Road (east of Timberline Road) within the study area. Transit Facilities Currently, this area of Fort Collins is not served by Transfort. The closest route is Route 16 that has a stop at the along Harmony Road. DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 11 III. PROPOSED DEVELOPMENT Thorell Park Subdivision is a residential development, located on the west side of Timberline Road, between Zephyr Road and Fossil Creek Parkway in Fort Collins. Figure 5 shows a site plan of the Thorell Park Subdivision. The short range analysis (Year 2021) includes development of the Thorell Park Subdivision site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The long range analysis (Year 2035) includes development of the Thorell Park Subdivision and an appropriate increase in background traffic due to normal growth and in general accordance with the Fort Collins Structure Plan. The site plan shows that the Thorell Park Subdivision development will have access to/from Timberline Road, via Rosen Drive. There will also be access through the Linden Park neighborhood via Fossil Creek Parkway. As discussed with City Traffic Engineering staff, in the short range (2021) future, the Timberline/Rosen intersection would be a full- movement intersection with stop sign control on the Rosen Drive leg. This would eliminate the need for residents of the Thorell Park Subdivision to go through the Linden Park neighborhood. In the long range future, the Timberline/Rosen intersection would be converted to a right-in/right-out/left-in intersection (¾ intersection). Also, a collector street would connect to a future signal at the Timberline/Zephyr intersection through the properties to the north. 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, 9th Edition, ITE was used to estimate the trips that would be generated by the proposed/expected uses at the Thorell Park Subdivision 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 Thorell Park Subdivision development resulted in 964 daily trip ends, 73 morning peak hour trip ends, and 86 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 230 Townhome 168 D.U. 5.81 964 0.07 12 0.37 61 0.35 58 0.17 28 SITE PLAN Figure 5 DELICH ASSOCIATES Thorell Park Subdivision TIS, September 2016 Page 12 DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 13 Trip Distribution Trip distribution for the Thorell Park Subdivision was based on existing/future travel patterns, land uses in the area, consideration of trip attractions/productions in the area, and engineering judgment. Figure 6 shows the trip distribution for the short range (2021) and long range (2035) analysis futures. The trip distribution was agreed to by City of Fort Collins staff. Background Traffic Projections Figures 7 and 8 show the short range (2021) and long range (2035) background traffic projections, respectively. Background traffic projections for the short range (2021) 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 Timberline Road, Kechter Road, and Trilby Road would increase by approximately 1.5% per year plus other developments in the area. The developments included in the short range (2021) future are Kechter Farm, Mail Creek Crossing, LDS Temple, and Crowne at Timberline. The additional development included in the long range (2035) future is the Hansen Property development. 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. Figures 9 and 10 show the respective short range (2021) and long range (2035) site generated peak hour traffic assignment. Figures 11 and 12 show the respective short range (2021) and long range (2035) 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 Timberline/Kechter-Willow Springs and Timberline/Trilby intersections are currently signalized. For the roads in the vicinity of the Thorell Park Subdivision development, four hour and/or eight hour signal warrants are applicable. These warrants require much data and are applied when the traffic is actually on the area road system. It is acknowledged that peak hour signal warrants should not be applied, but since the peak hour forecasts are readily available in a traffic impact study, it is reasonable to use them to estimate whether other signal warrants may be met. If peak hour signal warrants will not be met at a given intersection, it is reasonable to conclude that it is not likely that other signal warrants would be met. If peak hour signal warrants are met, it merely indicates that further evaluation should occur in the future as the development occurs. However, a judgment can be made that some intersections will likely meet other signal warrants. Kechter Timberline Fossil Creek Trilby Zephyr 15% 45% 20% 20% NOM SCALE: 1"=1000' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Thorell Park Subdivision TIS, September 2016 Page 14 SHORT RANGE (2021) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Thorell Park Subdivision TIS, September 2016 Page 15 71/114 482/557 58/58 233/375 473/644 44/18 294/339 98/116 102/89 60/36 127/103 85/55 16/56 937/937 5/21 17/72 705/1066 12/36 42/24 0/1 58/44 56/30 0/1 12/6 11/45 1024/946 19/75 689/1150 77/40 45/24 Trilby Rosen Zephyr 9/33 582/1042 89/154 47/21 20/17 28/20 16/32 981/810 224/194 128/125 6/30 162/246 Willow Kechter Springs Fossil Creek Timberline AM/PM 682/1196 87/108 1069/944 LONG RANGE (2035) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Thorell Park Subdivision TIS, September 2016 Page 16 85/140 690/820 75/70 285/415 660/855 50/25 335/385 120/160 125/110 75/40 165/130 110/70 Trilby 10/35 675/1240 110/190 50/25 20/20 30/20 20/35 1175/970 260/230 160/155 10/30 175/290 Willow Kechter Springs 15/45 1080/1185 10/25 15/75 935/1285 20/40 55/25 NOM 45/20 60/35 NOM 15/10 Fossil Creek 10/35 1185/1210 20/80 940/1385 Rosen 30/15 Timberline Zephyr 45/145 1075/960 65/105 735/1310 120/180 205/150 AM/PM SHORT RANGE (2021) SITE GENERATED PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Thorell Park Subdivision TIS, September 2016 Page 17 28/13 12/9 6/26 2/11 2/9 12/10 9/4 2/12 8/37 3/16 40/22 8/37 40/22 16/11 Trilby Rosen Zephyr Willow Kechter Springs Fossil Creek 1/5 Timberline 3/16 16/11 5/3 AM/PM LONG RANGE (2035) SITE GENERATED PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Thorell Park Subdivision TIS, September 2016 Page 18 28/13 12/9 6/26 2/11 2/9 12/10 9/4 2/12 5/22 3/16 5/22 16/11 Trilby Rosen Zephyr Willow Kechter Springs Fossil Creek 1/5 Timberline 3/16 16/11 5/3 3/15 40/22 SHORT RANGE (2021) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Thorell Park Subdivision TIS, September 2016 Page 19 71/114 484/566 58/58 245/385 482/648 44/18 296/351 98/116 102/89 60/36 127/103 85/55 17/61 940/953 5/21 17/72 721/1077 12/36 42/24 0/1 63/47 56/30 0/1 12/6 14/61 1024/946 27/112 689/1150 117/62 61/35 Trilby Rosen Zephyr 9/33 588/1068 89/154 47/21 20/17 28/20 16/32 1009/823 236/203 128/125 6/30 164/257 Willow Kechter Springs Fossil Creek Timberline AM/PM 690/1233 87/108 1109/966 LONG RANGE (2035) TOTAL PEAK HOUR TRAFFIC Figure 12 DELICH ASSOCIATES Thorell Park Subdivision TIS, September 2016 Page 20 85/140 695/830 75/70 295/425 670/860 50/25 340/395 120/160 125/110 75/40 165/130 110/70 Trilby 10/35 680/1265 110/190 50/25 20/20 30/20 20/35 1205/985 275/240 160/155 10/30 180/300 Willow Kechter Springs 15/40 1085/1200 10/25 15/75 950/1295 20/40 55/25 NOM 50/25 60/35 NOM 15/10 Fossil Creek 15/50 1185/1210 25/100 940/1385 Rosen 45/25 Timberline Zephyr 45/145 1075/960 65/105 75/150 740/1330 120/180 DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 21 Using the short range (2021) total peak hour traffic (Figure 11), the peak hour signal warrant will not likely be met in the morning and afternoon peak hour at the Timberline/Zephyr and Timberline/Fossil Creek intersections. Based on the peak hour signal warrant, it is likely that other volume based signal warrants would not be met at the Timberline/Zephyr and Timberline/Fossil Creek intersections in the short range (2021) future. The volumes on Fossil Creek Parkway are too low to ever meet a peak hour signal warrant. The peak hour signal warrant analyses are provided in Appendix D. Using the long range (2035) total peak hour traffic (Figure 12), the peak hour signal warrant will likely be met in the morning and afternoon peak hour at the Timberline/Zephyr intersection. Based on the peak hour signal warrant, it is likely that other volume based signal warrants would be met at the Timberline/Zephyr intersection. Therefore, the Timberline/Zephyr intersection was analyzed with signal control in the long range (2035) future. The peak hour signal warrant analyses are provided in Appendix D. Geometry Figure 13 shows a schematic of the short range (2021) intersection geometry. According to Figure 8-4, LCUASS, an eastbound right-turn lane (both peak hours) is required at the Timberline/Trilby intersection. While shown on Figure 12, the eastbound right-turn lane at the Timberline/Trilby intersection was not used in the operation analyses. The Thorell Park Subdivision development contributes no traffic to this movement. As indicated in the Operation Analysis section, this intersection will operate acceptably without this right-turn lane in the short range future. Figure 14 shows a schematic of the long range (2035) geometry. The geometry at the key intersections in the long range future was determined based upon achieving acceptable operation, meeting the geometric criteria in LCUASS, and conforming to the City of Fort Collins Master Street Plan. The Timberline/Kechter-Willow Springs, Timberline/Zephyr, Timberline/Rosen, and Timberline/Fossil Creek intersections will require an additional north-south through lane on Timberline Road. This four lane cross section is shown in the City of Fort Collins Master Plan. Operation Analysis Operation analyses were performed at the Timberline/Kechter-Willow Springs, Timberline/Zephyr, Timberline/Rosen, Timberline/Fossil Creek, and Timberline/Trilby intersections. The operations analyses were conducted for the short range future, reflecting a year 2021 condition, and long range future, reflecting a year 2035 condition. In light of the potential differences in calculated delay versus observed delay mentioned earlier, conclusions with regard to delay at stop sign controlled intersections should be tempered. SHORT RANGE (2021) GEOMETRY Figure 13 DELICH ASSOCIATES Thorell Park Subdivision TIS, September 2016 Page 22 Trilby Willow Kechter Springs Fossil Creek Site Access Timberline Zephyr - Denotes Lane LONG RANGE (2035) GEOMETRY Figure 14 DELICH ASSOCIATES Thorell Park Subdivision TIS, September 2016 Page 23 Trilby Willow Kechter Springs Fossil Creek Site Access Timberline Zephyr - Denotes Lane DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 24 TABLE 3 Short Range (2021) Background Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Kechter-Willow Springs (signal) EB LT D D EB T/RT D D EB APPROACH D D WB LT D D WB T D D WB RT D D WB APPROACH D D NB LT A C NB T C C NB RT A B NB APPROACH C C SB LT C B SB T A C SB RT A A SB APPROACH B C OVERALL C C Timberline/Zephyr (stop sign) WB LT E F WB RT F F WB APPROACH F F SB LT B B OVERALL A B Timberline/Rosen (stop sign) EB LT/RT E E NB LT A B OVERALL A A Continued on next page DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 25 Continued from previous page TABLE 3 Short Range (2021) Background Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Fossil Creek (stop sign) EB LT/T E F EB RT C D EB APPROACH D E WB LT/T D F WB RT C C WB APPROACH C D NB LT A B SB LT B B OVERALL A B Timberline/Trilby (signal) EB LT E E EB T/RT C C EB APPROACH D E WB LT D D WB T/RT D E WB APPROACH D E NB LT B B NB T C B NB RT A B NB APPROACH B B SB LT B B SB T C C SB RT B B SB APPROACH B C OVERALL C C DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 26 Using the short range (2021) background traffic volumes shown in Figure 7, the key intersections operate as indicated in Table 3. Calculation forms for these analyses are provided in Appendix E. The key intersections will meet the City of Fort Collins Motor Vehicle LOS Standards during the morning and afternoon peak hours. At the Timberline/Zephyr intersection, the calculated delay for the westbound leg in the morning and afternoon peak hours was commensurate with level of service F. At the Timberline/Rosen intersection, the calculated delay for the eastbound leg in the morning and afternoon peak hours was commensurate with level of service F. At the Timberline/Fossil Creek intersection during both peak hours, the calculated delay for the eastbound and westbound left-turn/through lanes were commensurate with level of service F. This is considered to be normal during the peak hours at stop sign controlled intersections along arterial streets, according to Fort Collins level of service criteria. Using the long range (2035) background traffic volumes shown in Figure 8, the key intersections operate as indicated in Table 4. Calculation forms for these analyses are provided in Appendix F. The key intersections will meet the City of Fort Collins Motor Vehicle LOS Standards, overall. Using the short range (2021) total traffic volumes shown in Figure 11, the key intersections operate as indicated in Table 5. Calculation forms for these analyses are provided in Appendix G. The key intersections will meet the City of Fort Collins Motor Vehicle LOS Standards during the morning and afternoon peak hours. At the Timberline/Zephyr intersection, the calculated delay for the westbound leg in the morning and afternoon peak hours was commensurate with level of service F. At the Timberline/Rosen intersection, the calculated delay for the eastbound leg in the morning and afternoon peak hours was commensurate with level of service F. At the Timberline/Fossil Creek intersection during both peak hours, the calculated delay for the eastbound and westbound left-turn/through lanes were commensurate with level of service F. This is considered to be normal during the peak hours at stop sign controlled intersections along arterial streets, according to Fort Collins level of service criteria. Using the long range (2035) total traffic volumes shown in Figure 12, the key intersections operate as indicated in Table 6. Calculation forms for these analyses are provided in Appendix H. The key intersections will meet the City of Fort Collins Motor Vehicle LOS Standards, overall. Pedestrian Level of Service Appendix I shows a map of the area that is within 1320 feet of the Thorell Park Subdivision development. There will be five pedestrian destinations within 1320 feet of the Thorell Park Subdivision development. These are: 1) Bacon Elementary School to the northeast of the site, 2) the residential area to the east of (adjacent to) the site (Crowne at Timberline), 3) the residential area to the east of the site (Westchase and Timber Condos), 4) the residential area to the south of the site (Linden Park), and 5) the residential area to the north of the site (Hanson Development) in the long range future. The Thorell Park Subdivision site is in an area type termed “school walking area,” which DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 27 TABLE 4 Long Range (2035) Background Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Kechter-Willow Springs (signal) EB LT D D EB T/RT D D EB APPROACH D D WB LT D E WB T D D WB RT D D WB APPROACH D D NB LT A B NB T C A NB RT B A NB APPROACH B A SB LT B B SB T/RT A C SB APPROACH A B OVERALL B B Timberline/Zephyr (signal) EB LT C C EB T/RT D C EB APPROACH D C WB LT D C WB T/RT D C WB APPROACH D C NB LT B B NB T A A NB RT A A NB APPROACH A A NB LT A A NB T A B NB RT A A NB APPROACH A B OVERALL A B Continued on next page DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 28 Continued from previous page TABLE 4 Long Range (2035) Background Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Rosen (stop sign) EB RT B C NB LT B C OVERALL A A Timberline/Fossil Creek (stop sign) EB LT/T E F EB RT B C EB APPROACH D E WB LT/T E F WB RT B B WB APPROACH C C NB LT B B SB LT B B OVERALL A A Timberline/Trilby (signal) EB LT E E EB T C D EB RT C D EB APPROACH E E WB LT D D WB T/RT E E WB APPROACH D E NB LT C B NB T C C NB RT B B NB APPROACH C C SB LT B C SB T C C SB RT B A SB APPROACH C B OVERALL D C DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 29 TABLE 5 Short Range (2018) Total Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Kechter-Willow Springs (signal) Southbound Right-turn Lane EB LT D D EB T/RT D C EB APPROACH D D WB LT D D WB T D D WB RT D D WB APPROACH D D NB LT A C NB T C C NB RT A B NB APPROACH C C SB LT C B SB T A D SB RT A A SB APPROACH B D OVERALL C C Timberline/Zephyr (stop sign) WB LT E F WB RT F F WB APPROACH F F SB LT B B OVERALL A B Timberline/Rosen (stop sign) EB LT/RT F F NB LT A B OVERALL A A Continued on next page DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 30 Continued from previous page TABLE 5 Short Range (2018) Total Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Fossil Creek (stop sign) EB LT/T E F EB RT C D EB APPROACH D E WB LT/T D F WB RT C C WB APPROACH C D NB LT A B SB LT B B OVERALL A B Timberline/Trilby (signal) EB LT E E EB T/RT C C EB APPROACH D E WB LT D D WB T/RT D E WB APPROACH D E NB LT B B NB T C B NB RT A B NB APPROACH B B SB LT B B SB T C C SB RT B B SB APPROACH B C OVERALL C C DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 31 TABLE 6 Long Range (2035) Total Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Kechter-Willow Springs (signal) EB LT D D EB T/RT D D EB APPROACH D D WB LT D E WB T D D WB RT D D WB APPROACH D D NB LT A B NB T C A NB RT B A NB APPROACH C A SB LT B B SB T/RT A C SB APPROACH A B OVERALL B B Timberline/Zephyr (signal) EB LT C C EB T/RT D C EB APPROACH D C WB LT D C WB T/RT D C WB APPROACH D C NB LT B B NB T A A NB RT A A NB APPROACH A A NB LT A A NB T A B NB RT A A NB APPROACH A B OVERALL A B Continued on next page DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 32 Continued from previous page TABLE 6 Long Range (2035) Total Peak Hour Operation Intersection Movement Level of Service AM PM Timberline/Rosen (stop sign) EB RT B C NB LT B C OVERALL A A Timberline/Fossil Creek (stop sign) EB LT/T E F EB RT B C EB APPROACH D E WB LT/T E F WB RT B B WB APPROACH C C NB LT B B SB LT B B OVERALL A A Timberline/Trilby (signal) EB LT E E EB T C D EB RT C D EB APPROACH E E WB LT D D WB T/RT E E WB APPROACH D E NB LT C B NB T C C NB RT B B NB APPROACH C C SB LT B C SB T C C SB RT B A SB APPROACH C B OVERALL D C DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 33 sets the pedestrian level of service threshold at LOS B for all measured categories, except for Visual Interest and Amenity at LOS C. In the short range future, directness to Bacon Elementary School cannot be achieved, since the signalized pedestrian crossing is to the south at Fossil Creek Parkway. Acceptable pedestrian level of service will be achieved for all pedestrian destinations in the long range future with the signal at the Timberline/Zephyr intersection. Bicycle Level of Service Appendix I shows a map of the area that is within 1320 feet of the Thorell Park Subdivision development. There will be one bicycle destination within 1320 feet of the Thorell Park Subdivision development. This is: 1) Bacon Elementary School to the west of the site. The Bicycle LOS Worksheet is provided in Appendix I. The minimum level of service for this site is C. This site is connected to Timberline Road. Therefore, it is concluded that level of service C can be achieved. Transit Level of Service Expansion of Transfort service to this area will likely be made by the City of Fort Collins. DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 34 IV. CONCLUSIONS This study assessed the impacts of the Thorell Park Subdivision on the street system in the vicinity of the proposed development in the short range (2021) and long range (2035) futures. As a result of this analysis, the following is concluded: - The development of the Thorell Park Subdivision is feasible from a traffic engineering standpoint. At full development, the Thorell Park Subdivision will generate approximately 964 daily trip ends, 73 morning peak hour trip ends, and 86 afternoon peak hour trip ends. - Currently, the Timberline/Kechter-Willow Springs, Timberline/Zephyr, Timberline/ Fossil Creek, and Timberline/Trilby intersections operate acceptably with existing control and geometry. - The Timberline/Kechter-Willow Springs and Timberline/Trilby intersections are currently signalized. The Timberline/Zephyr intersection is not likely to meet signal warrants in the short range future, but will meet signal warrants in the long range future. - The short range (2021) geometry is shown in Figure 13. According to Figure 8-4, LCUASS, an eastbound right-turn lane (both peak hours) is required at the Timberline/Trilby intersection. While shown on Figure 13, the eastbound right- turn lane at the Timberline/Trilby intersection was not used in the operation analyses. The Thorell Park Subdivision development contributes no traffic to this movement. As indicated in the Operation Analysis section, this intersection will operate acceptably without this right-turn lane in the short range future. - The long range (2035) geometry is shown in Figure 14. The Timberline/Kechter- Willow Springs, Timberline/Zephyr, Timberline/Rosen, and Timberline/Fossil Creek intersections will require an additional north-south through lane on Timberline Road. - In the short range (2021) future, given development of the Thorell Park Subdivision development and an increase in background traffic, the key intersections will operate acceptably, overall, with the existing geometry and control. - In the long range (2035) future, given development of the Thorell Park Subdivision development and an increase in background traffic, the key intersections will operate acceptably, overall, with the recommended geometry and control. - In the short range future, directness to Bacon Elementary School cannot be achieved, since the signalized pedestrian is to the south at Fossil Creek Parkway. Acceptable pedestrian level of service will be achieved for all pedestrian destinations in the long range future with the signal at the Timberline/Zephyr intersection. DELICH Thorell Park Subdivision TIS, September 2016 ASSOCIATES Page 35 - Acceptable level of service is achieved for bicycle and transit modes based upon the measures in the multi-modal transportation guidelines and future improvements to the street system in the area. APPENDIX A 1 2 3 4 5 6 APPENDIX B 7 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5/4/2016 Observer: Vicki Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Timberline/Fossil Creek S = straight L = left turn Time Northbound: Timberline Southbound: Tiimberline Total Eastbound: Fossil Creek Westbound: Fossil Creek 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 3 246 1 250 3 185 6 194 444 12 0 18 30 3013 16 46 490 7:45 4 221 0 225 3 183 4 190 415 8012 20 3017 20 40 455 8:00 4 183 3 190 2 123 1 126 316 14 0 8 22 3018 21 43 359 8:15 3 184 1 188 4 124 6 134 322 8014 22 308 11 33 355 7:30-8:30 14 834 5 853 12 615 17 644 1497 42 0 52 94 12 0 56 68 162 1659 PHF 0.88 0.85 0.42 0.85 0.75 0.83 0.71 0.83 0.75 n/a 0.72 0.78 1 n/a 0.78 0.81 0.85 4:30 10 197 5 212 12 198 14 224 436 8010 18 008 8 26 462 4:45 5 181 5 191 7 225 12 244 435 518 14 309 12 26 461 5:00 17 203 5 225 12 252 22 286 511 409 13 106 7 20 531 5:15 18 207 6 231 5 249 24 278 509 7014 21 217 10 31 540 4:30-5:30 50 788 21 859 36 924 72 1032 1891 24141 66 6130 37 103 1994 PHF 0.69 0.95 0.88 0.93 0.75 0.92 0.75 0.9 0.75 0.25 0.73 0.79 0.5 0.25 0.83 0.77 0.92 8 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 9/8/2016 Observer: Vicki Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Timberline/Zephyr S = straight L = left turn Time Northbound: Timberline Southbound: Tiimberline Total Eastbound: Private Drive Westbound: Zephyr Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 274 3 277 11 173 184 461 0 425 29 29 490 7:45 224 8 232 30 175 205 437 0 38 11 11 448 8:00 207 2 209 13 129 142 351 0 543 48 48 399 8:15 197 14 211 9 149 158 369 0 416 20 20 389 7:30-8:30 0 902 27 929 63 626 0 689 1618 0 0 0 0 16 0 92 108 108 1726 PHF n/a 0.82 0.48 0.84 0.53 0.89 n/a 0.84 n/a n/a n/a n/a 0.8 n/a 0.53 0.56 0.88 4:30 207 3 210 9 267 276 486 0 28 10 10 496 4:45 210 10 220 13 261 274 494 0 11 16 27 27 521 5:00 237 9 246 15 295 310 556 0 517 22 22 578 5:15 234 7 241 15 292 307 548 0 514 19 19 567 4:30-5:30 0 888 29 917 52 1115 0 1167 2084 0 0 0 0 23 0 55 78 78 2162 PHF n/a 0.94 0.73 0.93 0.87 0.94 n/a 0.94 n/a n/a n/a n/a 0.52 n/a 0.81 0.72 0.94 9 10 11 12 13 APPENDIX C 14 HCM 2010 Signalized Intersection Summary 1: Timberline & Willow Springs/Kechter recent am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 47 20 28 134 6 119 16 800 174 83 491 9 Future Volume (veh/h) 47 20 28 134 6 119 16 800 174 83 491 9 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.97 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 1824 1863 1863 1937 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 55 24 1 158 7 4 19 941 141 98 578 0 Adj No. of Lanes 110111111111 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 276 273 11 261 287 253 600 1300 1148 345 1334 1134 Arrive On Green 0.15 0.15 0.15 0.15 0.15 0.15 0.03 0.70 0.70 0.04 0.72 0.00 Sat Flow, veh/h 1393 1774 74 1376 1863 1641 1774 1863 1645 1774 1863 1583 Grp Volume(v), veh/h 55 0 25 158 7 4 19 941 141 98 578 0 Grp Sat Flow(s),veh/h/ln 1393 0 1847 1376 1863 1641 1774 1863 1645 1774 1863 1583 Q Serve(g_s), s 3.8 0.0 1.3 12.2 0.4 0.2 0.3 33.9 3.1 1.6 14.0 0.0 Cycle Q Clear(g_c), s 4.2 0.0 1.3 13.5 0.4 0.2 0.3 33.9 3.1 1.6 14.0 0.0 Prop In Lane 1.00 0.04 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 276 0 285 261 287 253 600 1300 1148 345 1334 1134 V/C Ratio(X) 0.20 0.00 0.09 0.60 0.02 0.02 0.03 0.72 0.12 0.28 0.43 0.00 Avail Cap(c_a), veh/h 352 0 386 337 389 343 684 1300 1148 445 1334 1134 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 41.3 0.0 39.9 45.7 39.5 39.5 4.9 10.2 5.5 10.5 6.4 0.0 Incr Delay (d2), s/veh 0.4 0.0 0.1 2.2 0.0 0.0 0.0 3.5 0.2 0.4 1.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 0.7 4.8 0.2 0.1 0.2 18.5 1.5 1.2 7.4 0.0 LnGrp Delay(d),s/veh 41.6 0.0 40.0 47.9 39.5 39.5 5.0 13.7 5.7 10.9 7.4 0.0 LnGrp LOS D DDDDABABA Approach Vol, veh/h 80 169 1101 676 Approach Delay, s/veh 41.1 47.4 12.5 7.9 Approach LOS D D B A Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.8 83.3 20.9 7.8 81.3 20.9 Change Period (Y+Rc), s 4.0 5.5 5.0 4.0 5.5 5.0 Max Green Setting (Gmax), s 7.0 66.5 22.0 10.0 63.5 22.0 Max Q Clear Time (g_c+I1), s 2.3 16.0 6.2 3.6 35.9 15.5 Green Ext Time (p_c), s 0.0 8.2 0.7 0.1 7.6 0.4 Intersection Summary HCM 2010 Ctrl Delay 15.0 HCM 2010 LOS B 15 Timing Report, Sorted By Phase 1: Timberline & Willow Springs/Kechter recent am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 3 Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None Maximum Split (s) 11 72 27 14 69 27 Maximum Split (%) 10.0% 65.5% 24.5% 12.7% 62.7% 24.5% Minimum Split (s) 11 22.5 24 11 24.5 22.5 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s) 112112 Minimum Initial (s) 477477 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 12 12 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 27 38 0 27 41 0 End Time (s) 38 0 27 41 0 27 Yield/Force Off (s) 34 104.5 22 37 104.5 22 Yield/Force Off 170(s) 34 94.5 10 37 92.5 12 Local Start Time (s) 27 38 0 27 41 0 Local Yield (s) 34 104.5 22 37 104.5 22 Local Yield 170(s) 34 94.5 10 37 92.5 12 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Timberline & Willow Springs/Kechter 16 HCM 2010 Signalized Intersection Summary 1: Timberline & Willow Springs/Kechter recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 21 17 20 195 30 116 32 679 157 143 857 33 Future Volume (veh/h) 21 17 20 195 30 116 32 679 157 143 857 33 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1824 1863 1863 1937 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 22 18 4 203 31 24 33 707 116 149 893 12 Adj No. of Lanes 110111111111 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 307 292 65 320 368 326 341 1209 1068 442 1251 1063 Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.03 0.65 0.65 0.05 0.67 0.67 Sat Flow, veh/h 1343 1477 328 1384 1863 1647 1774 1863 1645 1774 1863 1582 Grp Volume(v), veh/h 22 0 22 203 31 24 33 707 116 149 893 12 Grp Sat Flow(s),veh/h/ln 1343 0 1805 1384 1863 1647 1774 1863 1645 1774 1863 1582 Q Serve(g_s), s 1.6 0.0 1.2 16.8 1.6 1.4 0.7 25.7 3.2 3.1 36.3 0.3 Cycle Q Clear(g_c), s 3.3 0.0 1.2 17.9 1.6 1.4 0.7 25.7 3.2 3.1 36.3 0.3 Prop In Lane 1.00 0.18 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 307 0 357 320 368 326 341 1209 1068 442 1251 1063 V/C Ratio(X) 0.07 0.00 0.06 0.63 0.08 0.07 0.10 0.58 0.11 0.34 0.71 0.01 Avail Cap(c_a), veh/h 501 0 617 519 636 563 435 1209 1068 599 1251 1063 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.6 0.0 39.1 46.4 39.3 39.2 11.2 11.9 7.9 9.3 12.4 6.5 Incr Delay (d2), s/veh 0.4 0.0 0.3 7.4 0.4 0.3 0.1 2.1 0.2 0.4 3.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.6 7.1 0.9 0.7 0.4 13.9 1.5 1.5 19.6 0.1 LnGrp Delay(d),s/veh 41.0 0.0 39.4 53.7 39.6 39.5 11.4 14.0 8.1 9.8 15.9 6.5 LnGrp LOS D DDDDBBAABA Approach Vol, veh/h 44 258 856 1054 Approach Delay, s/veh 40.2 50.7 13.1 14.9 Approach LOS D D B B Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.7 85.6 27.7 9.4 82.9 27.7 Change Period (Y+Rc), s 4.0 6.0 5.0 4.0 6.0 5.0 Max Green Setting (Gmax), s 9.0 56.0 40.0 16.0 49.0 40.0 Max Q Clear Time (g_c+I1), s 2.7 38.3 5.3 5.1 27.7 19.9 Green Ext Time (p_c), s 0.0 15.0 3.3 0.3 17.6 2.8 Intersection Summary HCM 2010 Ctrl Delay 18.9 HCM 2010 LOS B 17 Timing Report, Sorted By Phase 1: Timberline & Willow Springs/Kechter recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 3 Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None Maximum Split (s) 13 62 45 20 55 45 Maximum Split (%) 10.8% 51.7% 37.5% 16.7% 45.8% 37.5% Minimum Split (s) 11 22.5 24 11 24.5 22.5 Yellow Time (s) 353353 All-Red Time (s) 112112 Minimum Initial (s) 477477 Vehicle Extension (s) 366366 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 2 1 1 0 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 6 19 81 6 26 81 End Time (s) 19 81 6 26 81 6 Yield/Force Off (s) 15 75 1 22 75 1 Yield/Force Off 170(s) 15 73 0 22 74 1 Local Start Time (s) 45 58 0 45 65 0 Local Yield (s) 54 114 40 61 114 40 Local Yield 170(s) 54 112 39 61 113 40 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 81 (68%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Timberline & Willow Springs/Kechter 18 HCM 2010 TWSC 2: Timberline & Zephyr recent am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 2.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 15 92 898 27 63 590 Future Vol, veh/h 15 92 898 27 63 590 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - 200 100 - 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 18 108 1056 32 74 694 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1898 1056 0 0 1056 0 Stage 1 1056 - - - - - Stage 2 842 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 76 274 - - 659 - Stage 1 335 - - - - - Stage 2 423 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 67 274 - - 659 - Mov Cap-2 Maneuver 192 - - - - - Stage 1 335 - - - - - Stage 2 376 - - - - - Approach WB NB SB HCM Control Delay, s 26.4 0 1.1 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 192 274 659 - HCM Lane V/C Ratio - - 0.092 0.395 0.112 - HCM Control Delay (s) - - 25.6 26.5 11.2 - HCM Lane LOS - - D D B - HCM 95th %tile Q(veh) - - 0.3 1.8 0.4 - 19 HCM 2010 TWSC 2: Timberline & Zephyr recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 21 55 813 27 52 1018 Future Vol, veh/h 21 55 813 27 52 1018 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - 200 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 35 37 91 43 59 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 60 149 893 63 88 1119 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2188 893 0 0 893 0 Stage 1 893 - - - - - Stage 2 1295 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver ~ 50 340 - - 759 - Stage 1 400 - - - - - Stage 2 257 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 44 340 - - 759 - Mov Cap-2 Maneuver 150 - - - - - Stage 1 400 - - - - - Stage 2 227 - - - - - Approach WB NB SB HCM Control Delay, s 29.5 0 0.8 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 150 340 759 - HCM Lane V/C Ratio - - 0.4 0.437 0.116 - HCM Control Delay (s) - - 44.2 23.6 10.4 - HCM Lane LOS - - E C B - HCM 95th %tile Q(veh) - - 1.7 2.1 0.4 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 20 HCM 2010 TWSC 3: Timberline & Fossil Creek recent am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 42 0 52 12 0 56 14 827 5 12 577 17 Future Vol, veh/h 42 0 52 12 0 56 14 827 5 12 577 17 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 50 - - 50 150 - - 150 - 150 Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 46 0 57 13 0 61 15 899 5 13 627 18 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1585 1588 627 1585 1585 902 627 0 0 904 0 0 Stage 1 653 653 - 932 932 - - - - - - - Stage 2 932 935 - 653 653 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 88 108 484 88 108 336 955 - - 752 - - Stage 1 456 464 - 320 345 - - - - - - - Stage 2 320 344 - 456 464 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 70 104 484 76 104 336 955 - - 752 - - Mov Cap-2 Maneuver 173 219 - 192 222 - - - - - - - Stage 1 449 456 - 315 340 - - - - - - - Stage 2 258 339 - 396 456 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 22.2 19.3 0.1 0.2 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 955 - - 173 484 192 336 752 - - HCM Lane V/C Ratio 0.016 - - 0.264 0.117 0.068 0.181 0.017 - - HCM Control Delay (s) 8.8 - - 33.1 13.4 25.1 18.1 9.9 - - HCM Lane LOS A - - D B D C A - - HCM 95th %tile Q(veh) 0 - - 1 0.4 0.2 0.7 0.1 - - 21 HCM 2010 TWSC 3: Timberline & Fossil Creek recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 1 41 6 1 30 50 786 21 36 930 72 Future Vol, veh/h 24 1 41 6 1 30 50 786 21 36 930 72 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 50 - - 50 - - 150 - - 150 - 150 Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 27 1 46 7 1 33 56 873 23 40 1033 80 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2126 2121 1033 2133 2109 885 1033 0 0 897 0 0 Stage 1 1113 1113 - 996 996 - - - - - - - Stage 2 1013 1008 - 1137 1113 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 36 50 282 36 51 344 673 - - 757 - - Stage 1 253 284 - 294 322 - - - - - - - Stage 2 288 318 - 245 284 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 29 43 282 27 44 344 673 - - 757 - - Mov Cap-2 Maneuver 111 138 - 94 132 - - - - - - - Stage 1 232 269 - 270 295 - - - - - - - Stage 2 238 292 - 194 269 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 30.4 22 0.6 0.3 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 673 - - 111 275 94 327 757 - - HCM Lane V/C Ratio 0.083 - - 0.24 0.17 0.071 0.105 0.053 - - HCM Control Delay (s) 10.8 - - 47.4 20.7 46.2 17.3 10 - - HCM Lane LOS B - - E C E C B - - HCM 95th %tile Q(veh) 0.3 - - 0.9 0.6 0.2 0.3 0.2 - - 22 HCM 2010 Signalized Intersection Summary 4: Timberline & Trilby recent am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 266 67 84 64 75 43 57 461 48 26 396 192 Future Volume (veh/h) 266 67 84 64 75 43 57 461 48 26 396 192 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 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 1824 1863 1937 1824 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 313 79 47 75 88 27 67 542 0 31 466 91 Adj No. of Lanes 110110111111 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 337 274 163 186 136 42 534 1136 965 508 1118 930 Arrive On Green 0.13 0.25 0.25 0.10 0.10 0.10 0.04 0.61 0.00 0.03 0.60 0.60 Sat Flow, veh/h 1774 1096 652 1260 1423 437 1774 1863 1583 1774 1863 1550 Grp Volume(v), veh/h 313 0 126 75 0 115 67 542 0 31 466 91 Grp Sat Flow(s),veh/h/ln 1774 0 1748 1260 0 1860 1774 1863 1583 1774 1863 1550 Q Serve(g_s), s 14.0 0.0 6.4 6.3 0.0 6.6 1.5 17.6 0.0 0.7 14.7 2.7 Cycle Q Clear(g_c), s 14.0 0.0 6.4 6.3 0.0 6.6 1.5 17.6 0.0 0.7 14.7 2.7 Prop In Lane 1.00 0.37 1.00 0.23 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 337 0 437 186 0 177 534 1136 965 508 1118 930 V/C Ratio(X) 0.93 0.00 0.29 0.40 0.00 0.65 0.13 0.48 0.00 0.06 0.42 0.10 Avail Cap(c_a), veh/h 337 0 699 375 0 457 591 1136 965 581 1118 930 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 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.7 0.0 33.4 47.9 0.0 48.0 8.4 11.8 0.0 8.9 11.7 9.3 Incr Delay (d2), s/veh 31.5 0.0 0.4 1.4 0.0 3.9 0.1 1.4 0.0 0.0 1.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.6 0.0 3.1 2.3 0.0 3.6 0.8 9.5 0.0 0.4 7.9 1.2 LnGrp Delay(d),s/veh 72.2 0.0 33.7 49.3 0.0 51.9 8.5 13.3 0.0 8.9 12.9 9.5 LnGrp LOS E C D D A B A B A Approach Vol, veh/h 439 190 609 588 Approach Delay, s/veh 61.1 50.9 12.7 12.1 Approach LOS E D B B Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 7.5 71.0 31.5 6.4 72.1 17.0 14.5 Change Period (Y+Rc), s 4.0 6.0 5.0 4.0 6.0 4.0 5.0 Max Green Setting (Gmax), s 7.0 45.0 43.0 7.0 45.0 13.0 26.0 Max Q Clear Time (g_c+I1), s 3.5 16.7 8.4 2.7 19.6 16.0 8.6 Green Ext Time (p_c), s 0.0 4.0 1.1 0.0 3.9 0.0 1.0 Intersection Summary HCM 2010 Ctrl Delay 28.1 HCM 2010 LOS C 23 Timing Report, Sorted By Phase 4: Timberline & Trilby recent am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 10 Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 11 51 48 11 51 17 31 Maximum Split (%) 10.0% 46.4% 43.6% 10.0% 46.4% 15.5% 28.2% Minimum Split (s) 11 25 24 11 25 11 27.5 Yellow Time (s) 3533543 All-Red Time (s) 1121102 Minimum Initial (s) 4774747 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 11 12 15 Dual Entry No Yes Yes No Yes Yes No Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 86 97 38 86 97 38 55 End Time (s) 97 38 86 97 38 55 86 Yield/Force Off (s) 93 32 81 93 32 51 81 Yield/Force Off 170(s) 93 20 70 93 20 51 66 Local Start Time (s) 54 65 6 54 65 6 23 Local Yield (s) 61 0 49 61 0 19 49 Local Yield 170(s) 61 98 38 61 98 19 34 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 32 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 4: Timberline & Trilby 24 HCM 2010 Signalized Intersection Summary 4: Timberline & Trilby recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 288 69 73 42 62 19 95 472 41 4 570 335 Future Volume (veh/h) 288 69 73 42 62 19 95 472 41 4 570 335 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 1.00 1.00 0.98 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 1824 1863 1937 1824 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 320 77 44 47 69 10 106 524 2 4 633 170 Adj No. of Lanes 110110111111 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 352 265 152 164 136 20 420 1205 1024 526 1144 950 Arrive On Green 0.13 0.24 0.24 0.08 0.08 0.08 0.04 0.65 0.65 0.01 0.61 0.61 Sat Flow, veh/h 1774 1102 630 1265 1648 239 1774 1863 1583 1774 1863 1547 Grp Volume(v), veh/h 320 0 121 47 0 79 106 524 2 4 633 170 Grp Sat Flow(s),veh/h/ln 1774 0 1732 1265 0 1887 1774 1863 1583 1774 1863 1547 Q Serve(g_s), s 16.0 0.0 6.8 4.2 0.0 4.8 2.5 16.6 0.1 0.1 23.8 5.7 Cycle Q Clear(g_c), s 16.0 0.0 6.8 4.2 0.0 4.8 2.5 16.6 0.1 0.1 23.8 5.7 Prop In Lane 1.00 0.36 1.00 0.13 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 352 0 417 164 0 156 420 1205 1024 526 1144 950 V/C Ratio(X) 0.91 0.00 0.29 0.29 0.00 0.51 0.25 0.44 0.00 0.01 0.55 0.18 Avail Cap(c_a), veh/h 352 0 635 324 0 393 459 1205 1024 622 1144 950 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 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.8 0.0 37.2 52.5 0.0 52.7 10.0 10.4 7.5 9.1 13.5 10.0 Incr Delay (d2), s/veh 26.4 0.0 1.4 3.4 0.0 9.0 0.3 1.1 0.0 0.0 1.9 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.4 0.0 3.4 1.6 0.0 2.9 1.2 8.8 0.0 0.0 12.7 2.5 LnGrp Delay(d),s/veh 71.3 0.0 38.6 55.9 0.0 61.7 10.3 11.6 7.5 9.1 15.5 10.4 LnGrp LOS E D E EBBAABB Approach Vol, veh/h 441 126 632 807 Approach Delay, s/veh 62.3 59.5 11.3 14.4 Approach LOS EEBB Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 8.4 78.7 32.9 4.5 82.6 19.0 13.9 Change Period (Y+Rc), s 4.0 6.0 5.0 4.0 6.0 4.0 5.0 Max Green Setting (Gmax), s 7.0 55.0 43.0 7.0 55.0 15.0 24.0 Max Q Clear Time (g_c+I1), s 4.5 25.8 8.8 2.1 18.6 18.0 6.8 Green Ext Time (p_c), s 0.1 17.3 2.7 0.0 19.7 0.0 2.1 Intersection Summary HCM 2010 Ctrl Delay 26.8 HCM 2010 LOS C 25 Timing Report, Sorted By Phase 4: Timberline & Trilby recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 10 Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None None Maximum Split (s) 11 61 48 11 61 19 29 Maximum Split (%) 9.2% 50.8% 40.0% 9.2% 50.8% 15.8% 24.2% Minimum Split (s) 11 28 26 11 27 11 26 Yellow Time (s) 3533543 All-Red Time (s) 1121102 Minimum Initial (s) 4774747 Vehicle Extension (s) 3663636 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 15 13 14 13 Dual Entry No Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 89 100 41 89 100 41 60 End Time (s) 100 41 89 100 41 60 89 Yield/Force Off (s) 96 35 84 96 35 56 84 Yield/Force Off 170(s) 96 20 71 96 21 56 71 Local Start Time (s) 54 65 6 54 65 6 25 Local Yield (s) 61 0 49 61 0 21 49 Local Yield 170(s) 61 105 36 61 106 21 36 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 35 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 4: Timberline & Trilby 26 APPENDIX D 27 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB LT AM 34 VPH AM 1810 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2367 VPH WB LT PM 27 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 TIMBERLINE/ZEPHYR 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 WB LT AM 34 VPH AM 1810 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2367 VPH WB LT PM 27 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB LT AM 34 VPH AM 1810 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2367 VPH WB LT PM 27 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 WB LT/T/RT AM 86 VPH AM 1653 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2267 VPH WB LT/T/RT PM 33 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 TIMBERLINE/FOSSIL CREEK 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 WB LT/T/RT AM 86 VPH AM 1653 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2267 VPH WB LT/T/RT PM 33 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB LT/T/RT AM 86 VPH AM 1653 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2267 VPH WB LT/T/RT PM 33 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 WB LT/T/RT AM 330 VPH AM 1810 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2367 VPH EB LT/T/RT PM 225 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. LONG RANGE BACKGROUND PEAK HOUR WARRANT AT TIMBERLINE/ZEPHYR 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 WB LT/T/RT AM 330 VPH AM 1810 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2367 VPH EB LT/T/RT PM 225 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB LT/T/RT AM 330 VPH AM 1810 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2367 VPH EB LT/T/RT PM 225 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 APPENDIX E 31 HCM 2010 Signalized Intersection Summary 1: Timberline & Willow Springs/Kechter short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 47 20 28 162 6 128 16 981 224 89 582 9 Future Volume (veh/h) 47 20 28 162 6 128 16 981 224 89 582 9 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 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 1824 1863 1863 1937 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 55 24 1 191 7 5 19 1154 193 105 685 0 Adj No. of Lanes 110111111111 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 306 312 13 292 328 289 499 1258 1111 203 1293 1099 Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.18 0.03 0.68 0.68 0.04 0.69 0.00 Sat Flow, veh/h 1393 1774 74 1377 1863 1642 1774 1863 1645 1774 1863 1583 Grp Volume(v), veh/h 55 0 25 191 7 5 19 1154 193 105 685 0 Grp Sat Flow(s),veh/h/ln 1393 0 1847 1377 1863 1642 1774 1863 1645 1774 1863 1583 Q Serve(g_s), s 3.7 0.0 1.2 14.8 0.3 0.3 0.4 58.2 4.7 1.9 19.6 0.0 Cycle Q Clear(g_c), s 4.1 0.0 1.2 16.0 0.3 0.3 0.4 58.2 4.7 1.9 19.6 0.0 Prop In Lane 1.00 0.04 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 306 0 325 292 328 289 499 1258 1111 203 1293 1099 V/C Ratio(X) 0.18 0.00 0.08 0.65 0.02 0.02 0.04 0.92 0.17 0.52 0.53 0.00 Avail Cap(c_a), veh/h 352 0 386 338 389 343 584 1258 1111 302 1293 1099 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 39.2 0.0 37.8 44.5 37.5 37.4 6.4 15.2 6.6 25.6 8.1 0.0 Incr Delay (d2), s/veh 0.3 0.0 0.1 3.6 0.0 0.0 0.0 12.0 0.3 2.0 1.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 0.6 5.9 0.2 0.1 0.2 33.7 2.2 2.3 10.5 0.0 LnGrp Delay(d),s/veh 39.4 0.0 37.9 48.2 37.5 37.5 6.4 27.2 6.9 27.6 9.7 0.0 LnGrp LOS D DDDDACACA Approach Vol, veh/h 80 203 1366 790 Approach Delay, s/veh 39.0 47.5 24.1 12.1 Approach LOS D D C B Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.8 80.9 23.4 7.8 78.8 23.4 Change Period (Y+Rc), s 4.0 5.5 5.0 4.0 5.5 5.0 Max Green Setting (Gmax), s 7.0 66.5 22.0 10.0 63.5 22.0 Max Q Clear Time (g_c+I1), s 2.4 21.6 6.1 3.9 60.2 18.0 Green Ext Time (p_c), s 0.0 12.5 0.8 0.1 2.5 0.3 Intersection Summary HCM 2010 Ctrl Delay 22.6 HCM 2010 LOS C 32 Timing Report, Sorted By Phase 1: Timberline & Willow Springs/Kechter short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 3 Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None Maximum Split (s) 11 72 27 14 69 27 Maximum Split (%) 10.0% 65.5% 24.5% 12.7% 62.7% 24.5% Minimum Split (s) 11 22.5 24 11 24.5 22.5 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s) 112112 Minimum Initial (s) 477477 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 12 12 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 27 38 0 27 41 0 End Time (s) 38 0 27 41 0 27 Yield/Force Off (s) 34 104.5 22 37 104.5 22 Yield/Force Off 170(s) 34 94.5 10 37 92.5 12 Local Start Time (s) 27 38 0 27 41 0 Local Yield (s) 34 104.5 22 37 104.5 22 Local Yield 170(s) 34 94.5 10 37 92.5 12 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Timberline & Willow Springs/Kechter 33 HCM 2010 Signalized Intersection Summary 1: Timberline & Willow Springs/Kechter Short Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 21 17 20 246 30 125 32 810 194 154 1042 33 Future Volume (veh/h) 21 17 20 246 30 125 32 810 194 154 1042 33 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1824 1863 1863 1937 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 22 18 4 256 31 33 33 844 154 160 1085 12 Adj No. of Lanes 110111111111 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 357 348 77 373 439 388 177 1128 996 321 1180 1003 Arrive On Green 0.24 0.24 0.24 0.24 0.24 0.24 0.03 0.61 0.61 0.06 0.63 0.63 Sat Flow, veh/h 1332 1477 328 1384 1863 1647 1774 1863 1645 1774 1863 1582 Grp Volume(v), veh/h 22 0 22 256 31 33 33 844 154 160 1085 12 Grp Sat Flow(s),veh/h/ln 1332 0 1805 1384 1863 1647 1774 1863 1645 1774 1863 1582 Q Serve(g_s), s 1.6 0.0 1.1 21.1 1.6 1.9 0.8 39.2 4.9 3.8 61.3 0.3 Cycle Q Clear(g_c), s 3.1 0.0 1.1 22.2 1.6 1.9 0.8 39.2 4.9 3.8 61.3 0.3 Prop In Lane 1.00 0.18 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 357 0 425 373 439 388 177 1128 996 321 1180 1003 V/C Ratio(X) 0.06 0.00 0.05 0.69 0.07 0.09 0.19 0.75 0.15 0.50 0.92 0.01 Avail Cap(c_a), veh/h 498 0 617 520 636 563 271 1128 996 468 1180 1003 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.9 0.0 35.5 44.1 35.6 35.8 23.0 17.1 10.3 16.6 19.3 8.1 Incr Delay (d2), s/veh 0.3 0.0 0.2 7.9 0.2 0.3 0.5 4.6 0.3 1.2 12.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.6 8.8 0.8 0.9 0.6 21.4 2.3 2.6 35.2 0.2 LnGrp Delay(d),s/veh 37.1 0.0 35.7 51.9 35.9 36.1 23.5 21.6 10.6 17.8 32.1 8.1 LnGrp LOS D DDDDCCBBCA Approach Vol, veh/h 44 320 1031 1257 Approach Delay, s/veh 36.4 48.7 20.1 30.0 Approach LOS DDCC Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.7 81.0 32.3 10.1 77.7 32.3 Change Period (Y+Rc), s 4.0 6.0 5.0 4.0 6.0 5.0 Max Green Setting (Gmax), s 9.0 56.0 40.0 16.0 49.0 40.0 Max Q Clear Time (g_c+I1), s 2.8 63.3 5.1 5.8 41.2 24.2 Green Ext Time (p_c), s 0.0 0.0 4.1 0.3 7.5 3.1 Intersection Summary HCM 2010 Ctrl Delay 28.5 HCM 2010 LOS C 34 Timing Report, Sorted By Phase 1: Timberline & Willow Springs/Kechter Short Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 3 Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None Maximum Split (s) 13 62 45 20 55 45 Maximum Split (%) 10.8% 51.7% 37.5% 16.7% 45.8% 37.5% Minimum Split (s) 11 22.5 24 11 24.5 22.5 Yellow Time (s) 353353 All-Red Time (s) 112112 Minimum Initial (s) 477477 Vehicle Extension (s) 366366 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 2 1 1 0 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 6 19 81 6 26 81 End Time (s) 19 81 6 26 81 6 Yield/Force Off (s) 15 75 1 22 75 1 Yield/Force Off 170(s) 15 73 0 22 74 1 Local Start Time (s) 45 58 0 45 65 0 Local Yield (s) 54 114 40 61 114 40 Local Yield 170(s) 54 112 39 61 113 40 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 81 (68%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Timberline & Willow Springs/Kechter 35 HCM 2010 TWSC 2: Timberline & Zephyr short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 6.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 26 146 1069 32 87 682 Future Vol, veh/h 26 146 1069 32 87 682 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - 200 100 - 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 31 172 1258 38 102 802 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2265 1258 0 0 1258 0 Stage 1 1258 - - - - - Stage 2 1007 - - - - - Critical Hdwy 7.12 6.22 - - 4.12 - Critical Hdwy Stg 1 6.12 - - - - - Critical Hdwy Stg 2 6.12 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver ~ 29 209 - - 553 - Stage 1 209 - - - - - Stage 2 290 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 25 209 - - 553 - Mov Cap-2 Maneuver 113 - - - - - Stage 1 209 - - - - - Stage 2 237 - - - - - Approach WB NB SB HCM Control Delay, s 68 0 1.5 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 113 209 553 - HCM Lane V/C Ratio - - 0.271 0.822 0.185 - HCM Control Delay (s) - - 48.3 71.5 13 - HCM Lane LOS - - E F B - HCM 95th %tile Q(veh) - - 1 6 0.7 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 36 Lanes and Geometrics 2: Timberline & Zephyr short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 4 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 200 100 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1863 1583 1770 1863 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1863 1583 1770 1863 Link Speed (mph) 25 40 40 Link Distance (ft) 1012 539 2253 Travel Time (s) 27.6 9.2 38.4 Intersection Summary Area Type: Other 37 HCM 2010 TWSC 2: Timberline & Zephyr Short Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 11 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 29 91 944 42 108 1196 Future Vol, veh/h 29 91 944 42 108 1196 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - 200 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 35 37 91 43 59 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 83 246 1037 98 183 1314 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2717 1037 0 0 1037 0 Stage 1 1037 - - - - - Stage 2 1680 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver ~ 23 281 - - 670 - Stage 1 342 - - - - - Stage 2 166 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 17 281 - - 670 - Mov Cap-2 Maneuver 87 - - - - - Stage 1 342 - - - - - Stage 2 121 - - - - - Approach WB NB SB HCM Control Delay, s 92.1 0 1.5 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 87 281 670 - HCM Lane V/C Ratio - - 0.952 0.875 0.273 - HCM Control Delay (s) - - 169.3 66.1 12.4 - HCM Lane LOS - - F F B - HCM 95th %tile Q(veh) - - 5.3 7.7 1.1 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 38 Lanes and Geometrics 2: Timberline & Zephyr Short Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 4 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 100 0 200 100 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1863 1583 1770 1863 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1863 1583 1770 1863 Link Speed (mph) 25 40 40 Link Distance (ft) 1020 522 2264 Travel Time (s) 27.8 8.9 38.6 Intersection Summary Area Type: Other 39 HCM 2010 TWSC 6: Timberline & Rosen short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 12 Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 77 45 11 1024 689 19 Future Vol, veh/h 77 45 11 1024 689 19 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 150 - - 150 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 91 53 13 1205 811 22 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2042 811 811 0 - 0 Stage 1 811 - - - - - Stage 2 1231 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver ~ 62 379 815 - - - Stage 1 437 - - - - - Stage 2 276 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 61 379 815 - - - Mov Cap-2 Maneuver 179 - - - - - Stage 1 437 - - - - - Stage 2 272 - - - - - Approach EB NB SB HCM Control Delay, s 46.8 0.1 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 815 - 222 - - HCM Lane V/C Ratio 0.016 - 0.647 - - HCM Control Delay (s) 9.5 - 46.8 - - HCM Lane LOS A - E - - HCM 95th %tile Q(veh) 0 - 3.9 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 40 Lanes and Geometrics 6: Timberline & Rosen short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 11 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 150 150 Storage Lanes 1 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.950 0.850 Flt Protected 0.969 0.950 Satd. Flow (prot) 1715 0 1770 1863 1863 1583 Flt Permitted 0.969 0.950 Satd. Flow (perm) 1715 0 1770 1863 1863 1583 Link Speed (mph) 30 40 30 Link Distance (ft) 576 727 539 Travel Time (s) 13.1 12.4 12.3 Intersection Summary Area Type: Other 41 HCM 2010 TWSC 5: Timberline & Rosen Short Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 12 Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 40 24 45 946 1150 75 Future Vol, veh/h 40 24 45 946 1150 75 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 44 27 50 1051 1278 83 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2429 1278 1278 0 - 0 Stage 1 1278 - - - - - Stage 2 1151 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver ~ 35 203 543 - - - Stage 1 262 - - - - - Stage 2 301 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 32 203 543 - - - Mov Cap-2 Maneuver 137 - - - - - Stage 1 262 - - - - - Stage 2 273 - - - - - Approach EB NB SB HCM Control Delay, s 46.1 0.6 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 543 - 156 - - HCM Lane V/C Ratio 0.092 - 0.456 - - HCM Control Delay (s) 12.3 - 46.1 - - HCM Lane LOS B - E - - HCM 95th %tile Q(veh) 0.3 - 2.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 42 Lanes and Geometrics 5: Timberline & Rosen Short Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 11 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 150 150 Storage Lanes 1 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.949 0.850 Flt Protected 0.970 0.950 Satd. Flow (prot) 1715 0 1770 1863 1863 1583 Flt Permitted 0.970 0.950 Satd. Flow (perm) 1715 0 1770 1863 1863 1583 Link Speed (mph) 30 40 40 Link Distance (ft) 453 737 522 Travel Time (s) 10.3 12.6 8.9 Intersection Summary Area Type: Other 43 HCM 2010 TWSC 3: Timberline & Fossil Creek short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 42 0 58 12 0 56 16 937 5 12 705 17 Future Vol, veh/h 42 0 58 12 0 56 16 937 5 12 705 17 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 50 - - 50 150 - - 150 - 150 Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 46 0 63 13 0 61 17 1018 5 13 766 18 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1848 1851 766 1848 1848 1021 766 0 0 1024 0 0 Stage 1 792 792 - 1056 1056 - - - - - - - Stage 2 1056 1059 - 792 792 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 57 74 403 57 75 287 847 - - 678 - - Stage 1 382 401 - 272 302 - - - - - - - Stage 2 272 301 - 382 401 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 44 71 403 47 72 287 847 - - 678 - - Mov Cap-2 Maneuver 136 181 - 150 183 - - - - - - - Stage 1 374 393 - 267 296 - - - - - - - Stage 2 210 295 - 316 393 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 27.7 22.7 0.2 0.2 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 847 - - 136 403 150 287 678 - - HCM Lane V/C Ratio 0.021 - - 0.336 0.156 0.087 0.212 0.019 - - HCM Control Delay (s) 9.3 - - 44.3 15.6 31.3 20.9 10.4 - - HCM Lane LOS A - - E C D C B - - HCM 95th %tile Q(veh) 0.1 - - 1.4 0.5 0.3 0.8 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 44 Lanes and Geometrics 3: Timberline & Fossil Creek short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 100 50 100 50 150 0 150 150 Storage Lanes 0 1 0 1 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 0.999 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 0 1770 1583 0 1770 1583 1770 1861 0 1770 1863 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 0 1770 1583 0 1770 1583 1770 1861 0 1770 1863 1583 Link Speed (mph) 30 30 40 30 Link Distance (ft) 351 614 1705 727 Travel Time (s) 8.0 14.0 29.1 16.5 Intersection Summary Area Type: Other 45 HCM 2010 TWSC 3: Timberline & Fossil Creek Short Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 1 41 6 1 30 56 937 21 36 1066 72 Future Vol, veh/h 24 1 41 6 1 30 56 937 21 36 1066 72 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 50 - - 50 - - 150 - - 150 - 150 Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 27 1 46 7 1 33 62 1041 23 40 1184 80 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2458 2453 1184 2465 2441 1053 1184 0 0 1064 0 0 Stage 1 1264 1264 - 1177 1177 - - - - - - - Stage 2 1194 1189 - 1288 1264 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver ~ 21 31 230 21 31 275 590 - - 655 - - Stage 1 208 241 - 233 265 - - - - - - - Stage 2 228 261 - 201 241 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 16 26 230 15 26 275 590 - - 655 - - Mov Cap-2 Maneuver 79 107 - 63 100 - - - - - - - Stage 1 186 226 - 209 237 - - - - - - - Stage 2 178 234 - 151 226 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 42.4 28.7 0.7 0.3 HCM LOS E D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 590 - - 79 224 63 260 655 - - HCM Lane V/C Ratio 0.105 - - 0.338 0.208 0.106 0.132 0.061 - - HCM Control Delay (s) 11.8 - - 72.2 25.3 68.8 20.9 10.9 - - HCM Lane LOS B - - F D F C B - - HCM 95th %tile Q(veh) 0.4 - - 1.3 0.8 0.3 0.5 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 46 Lanes and Geometrics 3: Timberline & Fossil Creek Short Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 50 0 50 0 150 0 150 150 Storage Lanes 1 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.853 0.854 0.997 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1589 0 1770 1591 0 1770 1857 0 1770 1863 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1589 0 1770 1591 0 1770 1857 0 1770 1863 1583 Link Speed (mph) 30 30 40 40 Link Distance (ft) 237 566 1706 737 Travel Time (s) 5.4 12.9 29.1 12.6 Intersection Summary Area Type: Other 47 HCM 2010 Signalized Intersection Summary 4: Timberline & Trilby short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 294 98 102 85 127 60 71 482 58 44 473 233 Future Volume (veh/h) 294 98 102 85 127 60 71 482 58 44 473 233 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 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 1824 1863 1937 1824 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 346 115 80 100 149 52 84 567 0 52 556 96 Adj No. of Lanes 110110111111 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 386 333 232 235 197 69 392 983 836 403 968 805 Arrive On Green 0.15 0.33 0.33 0.14 0.14 0.14 0.05 0.53 0.00 0.04 0.52 0.52 Sat Flow, veh/h 1774 1024 713 1183 1373 479 1774 1863 1583 1774 1863 1549 Grp Volume(v), veh/h 346 0 195 100 0 201 84 567 0 52 556 96 Grp Sat Flow(s),veh/h/ln 1774 0 1737 1183 0 1853 1774 1863 1583 1774 1863 1549 Q Serve(g_s), s 17.0 0.0 9.4 8.7 0.0 11.5 2.4 22.7 0.0 1.5 22.5 3.5 Cycle Q Clear(g_c), s 17.0 0.0 9.4 8.7 0.0 11.5 2.4 22.7 0.0 1.5 22.5 3.5 Prop In Lane 1.00 0.41 1.00 0.26 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 386 0 565 235 0 265 392 983 836 403 968 805 V/C Ratio(X) 0.90 0.00 0.35 0.43 0.00 0.76 0.21 0.58 0.00 0.13 0.57 0.12 Avail Cap(c_a), veh/h 386 0 695 324 0 404 439 983 836 464 968 805 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 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.9 0.0 28.2 44.1 0.0 45.3 13.5 17.6 0.0 13.4 18.1 13.5 Incr Delay (d2), s/veh 22.9 0.0 0.4 1.2 0.0 4.4 0.3 2.5 0.0 0.1 2.5 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.6 0.0 4.6 2.9 0.0 6.2 1.2 12.3 0.0 0.7 12.1 1.6 LnGrp Delay(d),s/veh 56.8 0.0 28.6 45.3 0.0 49.7 13.7 20.1 0.0 13.5 20.6 13.8 LnGrp LOS E C D D B C B C B Approach Vol, veh/h 541 301 651 704 Approach Delay, s/veh 46.6 48.2 19.3 19.1 Approach LOS D D B B Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 8.1 62.2 39.8 7.2 63.1 20.0 19.8 Change Period (Y+Rc), s 4.0 6.0 5.0 4.0 6.0 4.0 5.0 Max Green Setting (Gmax), s 7.0 45.0 43.0 7.0 45.0 16.0 23.0 Max Q Clear Time (g_c+I1), s 4.4 24.5 11.4 3.5 24.7 19.0 13.5 Green Ext Time (p_c), s 0.0 4.4 1.8 0.0 4.3 0.0 1.3 Intersection Summary HCM 2010 Ctrl Delay 29.9 HCM 2010 LOS C 48 Timing Report, Sorted By Phase 4: Timberline & Trilby short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 10 Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 11 51 48 11 51 20 28 Maximum Split (%) 10.0% 46.4% 43.6% 10.0% 46.4% 18.2% 25.5% Minimum Split (s) 11 25 24 11 25 11 27.5 Yellow Time (s) 3533543 All-Red Time (s) 1121102 Minimum Initial (s) 4774747 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 11 12 15 Dual Entry No Yes Yes No Yes Yes No Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 86 97 38 86 97 38 58 End Time (s) 97 38 86 97 38 58 86 Yield/Force Off (s) 93 32 81 93 32 54 81 Yield/Force Off 170(s) 93 20 70 93 20 54 66 Local Start Time (s) 54 65 6 54 65 6 26 Local Yield (s) 61 0 49 61 0 22 49 Local Yield 170(s) 61 98 38 61 98 22 34 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 32 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 4: Timberline & Trilby 49 HCM 2010 Signalized Intersection Summary 4: Timberline & Trilby Short Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 339 116 89 55 103 36 114 557 58 18 644 375 Future Volume (veh/h) 339 116 89 55 103 36 114 557 58 18 644 375 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 1.00 1.00 0.98 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 1824 1863 1937 1824 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 377 129 73 61 114 28 127 619 15 20 716 205 Adj No. of Lanes 110110111111 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 400 336 190 202 180 44 311 1065 905 387 1009 838 Arrive On Green 0.16 0.30 0.30 0.12 0.12 0.12 0.05 0.57 0.57 0.02 0.54 0.54 Sat Flow, veh/h 1774 1107 626 1175 1494 367 1774 1863 1583 1774 1863 1546 Grp Volume(v), veh/h 377 0 202 61 0 142 127 619 15 20 716 205 Grp Sat Flow(s),veh/h/ln 1774 0 1733 1175 0 1861 1774 1863 1583 1774 1863 1546 Q Serve(g_s), s 19.0 0.0 11.0 5.8 0.0 8.7 3.6 25.6 0.5 0.6 34.3 8.4 Cycle Q Clear(g_c), s 19.0 0.0 11.0 5.8 0.0 8.7 3.6 25.6 0.5 0.6 34.3 8.4 Prop In Lane 1.00 0.36 1.00 0.20 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 400 0 527 202 0 224 311 1065 905 387 1009 838 V/C Ratio(X) 0.94 0.00 0.38 0.30 0.00 0.63 0.41 0.58 0.02 0.05 0.71 0.24 Avail Cap(c_a), veh/h 400 0 636 276 0 341 333 1065 905 462 1009 838 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 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.2 0.0 32.9 49.0 0.0 50.3 16.6 16.5 11.1 13.5 20.5 14.5 Incr Delay (d2), s/veh 30.6 0.0 1.7 3.0 0.0 10.3 0.9 2.3 0.0 0.1 4.2 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.6 0.0 5.5 2.0 0.0 5.1 1.8 13.8 0.2 0.3 18.7 3.7 LnGrp Delay(d),s/veh 70.8 0.0 34.6 52.0 0.0 60.5 17.5 18.8 11.1 13.5 24.7 15.2 LnGrp LOS E C D EBBBBCB Approach Vol, veh/h 579 203 761 941 Approach Delay, s/veh 58.2 58.0 18.4 22.4 Approach LOS E E B C Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 9.5 70.0 40.5 5.9 73.6 22.0 18.5 Change Period (Y+Rc), s 4.0 6.0 5.0 4.0 6.0 4.0 5.0 Max Green Setting (Gmax), s 7.0 55.0 43.0 7.0 55.0 18.0 21.0 Max Q Clear Time (g_c+I1), s 5.6 36.3 13.0 2.6 27.6 21.0 10.7 Green Ext Time (p_c), s 0.0 14.4 4.6 0.0 19.5 0.0 2.7 Intersection Summary HCM 2010 Ctrl Delay 32.4 HCM 2010 LOS C 50 Timing Report, Sorted By Phase 4: Timberline & Trilby Short Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 10 Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None None Maximum Split (s) 11 61 48 11 61 22 26 Maximum Split (%) 9.2% 50.8% 40.0% 9.2% 50.8% 18.3% 21.7% Minimum Split (s) 11 28 26 11 27 11 26 Yellow Time (s) 3533543 All-Red Time (s) 1121102 Minimum Initial (s) 4774747 Vehicle Extension (s) 3663636 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 15 13 14 13 Dual Entry No Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 89 100 41 89 100 41 63 End Time (s) 100 41 89 100 41 63 89 Yield/Force Off (s) 96 35 84 96 35 59 84 Yield/Force Off 170(s) 96 20 71 96 21 59 71 Local Start Time (s) 54 65 6 54 65 6 28 Local Yield (s) 61 0 49 61 0 24 49 Local Yield 170(s) 61 105 36 61 106 24 36 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 35 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 4: Timberline & Trilby 51 APPENDIX F 52 HCM 2010 Signalized Intersection Summary 1: Timberline & Willow Springs/Kechter Long Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 50 20 30 175 10 160 20 1175 260 110 675 10 Future Volume (veh/h) 50 20 30 175 10 160 20 1175 260 110 675 10 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 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 1824 1863 1863 1937 1863 1863 1937 1863 1863 1900 Adj Flow Rate, veh/h 59 24 2 206 12 53 24 1382 178 129 794 11 Adj No. of Lanes 110111121120 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 312 323 27 312 356 314 509 2318 1077 271 2418 33 Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.19 0.02 0.44 0.44 0.05 0.68 0.68 Sat Flow, veh/h 1329 1694 141 1377 1863 1644 1774 3539 1645 1774 3574 50 Grp Volume(v), veh/h 59 0 26 206 12 53 24 1382 178 129 393 412 Grp Sat Flow(s),veh/h/ln 1329 0 1835 1377 1863 1644 1774 1770 1645 1774 1770 1854 Q Serve(g_s), s 4.2 0.0 1.3 15.9 0.6 3.0 0.5 32.7 7.2 2.4 10.2 10.2 Cycle Q Clear(g_c), s 4.7 0.0 1.3 17.2 0.6 3.0 0.5 32.7 7.2 2.4 10.2 10.2 Prop In Lane 1.00 0.08 1.00 1.00 1.00 1.00 1.00 0.03 Lane Grp Cap(c), veh/h 312 0 350 312 356 314 509 2318 1077 271 1197 1254 V/C Ratio(X) 0.19 0.00 0.07 0.66 0.03 0.17 0.05 0.60 0.17 0.48 0.33 0.33 Avail Cap(c_a), veh/h 421 0 501 425 508 448 588 2318 1077 344 1197 1254 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.65 0.65 0.65 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.2 0.0 36.5 43.6 36.2 37.2 6.0 19.8 12.7 13.4 7.4 7.4 Incr Delay (d2), s/veh 0.3 0.0 0.1 2.4 0.0 0.3 0.0 0.7 0.2 1.3 0.7 0.7 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 1.5 0.0 0.7 6.3 0.3 1.4 0.2 16.2 3.4 2.1 5.2 5.4 LnGrp Delay(d),s/veh 38.5 0.0 36.6 45.9 36.3 37.5 6.0 20.6 12.9 14.7 8.1 8.1 LnGrp LOS D DDDDACBBAA Approach Vol, veh/h 85 271 1584 934 Approach Delay, s/veh 37.9 43.9 19.5 9.0 Approach LOS D D B A Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.1 78.9 25.0 8.5 76.5 25.0 Change Period (Y+Rc), s 4.0 5.5 5.0 4.0 5.5 5.0 Max Green Setting (Gmax), s 7.0 59.5 29.0 9.0 57.5 29.0 Max Q Clear Time (g_c+I1), s 2.5 12.2 6.7 4.4 34.7 19.2 Green Ext Time (p_c), s 0.0 14.1 1.1 0.1 11.1 0.8 Intersection Summary HCM 2010 Ctrl Delay 18.9 HCM 2010 LOS B 53 Timing Report, Sorted By Phase 1: Timberline & Willow Springs/Kechter Long Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 2 Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None Maximum Split (s) 11 65 34 13 63 34 Maximum Split (%) 10.0% 59.1% 30.9% 11.8% 57.3% 30.9% Minimum Split (s) 11 22.5 24 11 24.5 22.5 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s) 112112 Minimum Initial (s) 477477 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 12 12 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 11 22 87 11 24 87 End Time (s) 22 87 11 24 87 11 Yield/Force Off (s) 18 81.5 6 20 81.5 6 Yield/Force Off 170(s) 18 71.5 104 20 69.5 106 Local Start Time (s) 34 45 0 34 47 0 Local Yield (s) 41 104.5 29 43 104.5 29 Local Yield 170(s) 41 94.5 17 43 92.5 19 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 87 (79%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Timberline & Willow Springs/Kechter 54 HCM 2010 Signalized Intersection Summary 1: Timberline & Willow Springs/Kechter Long Background PM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 20 20 290 30 155 35 970 230 190 1240 35 Future Volume (veh/h) 25 20 20 290 30 155 35 970 230 190 1240 35 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 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 1824 1863 1863 1937 1863 1863 1937 1863 1863 1900 Adj Flow Rate, veh/h 29 24 4 341 35 34 41 1141 159 224 1459 40 Adj No. of Lanes 110111121120 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 407 437 73 423 525 464 218 1987 924 421 2133 58 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.06 1.00 1.00 0.07 0.61 0.61 Sat Flow, veh/h 1325 1551 259 1374 1863 1645 1774 3539 1645 1774 3519 96 Grp Volume(v), veh/h 29 0 28 341 35 34 41 1141 159 224 733 766 Grp Sat Flow(s),veh/h/ln 1325 0 1810 1374 1863 1645 1774 1770 1645 1774 1770 1846 Q Serve(g_s), s 2.3 0.0 1.6 33.7 1.9 2.1 1.3 0.0 0.0 7.1 39.0 39.2 Cycle Q Clear(g_c), s 4.2 0.0 1.6 35.3 1.9 2.1 1.3 0.0 0.0 7.1 39.0 39.2 Prop In Lane 1.00 0.14 1.00 1.00 1.00 1.00 1.00 0.05 Lane Grp Cap(c), veh/h 407 0 510 423 525 464 218 1987 924 421 1072 1119 V/C Ratio(X) 0.07 0.00 0.05 0.81 0.07 0.07 0.19 0.57 0.17 0.53 0.68 0.69 Avail Cap(c_a), veh/h 488 0 621 507 639 564 267 1987 924 504 1072 1119 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.61 0.61 0.61 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.3 0.0 36.7 49.5 36.8 36.9 15.8 0.0 0.0 9.8 18.5 18.6 Incr Delay (d2), s/veh 0.1 0.0 0.0 7.9 0.1 0.1 0.3 0.7 0.2 1.0 3.5 3.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.0 0.8 13.7 1.0 1.0 0.7 0.2 0.1 3.5 20.0 20.9 LnGrp Delay(d),s/veh 38.4 0.0 36.7 57.4 36.8 36.9 16.1 0.7 0.2 10.9 22.1 22.0 LnGrp LOS D D E D D BAABCC Approach Vol, veh/h 57 410 1341 1723 Approach Delay, s/veh 37.6 53.9 1.2 20.6 Approach LOS D D A C Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.2 89.3 43.5 13.4 83.1 43.5 Change Period (Y+Rc), s 4.0 5.5 5.0 4.0 5.5 5.0 Max Green Setting (Gmax), s 7.0 71.5 47.0 16.0 62.5 47.0 Max Q Clear Time (g_c+I1), s 3.3 41.2 6.2 9.1 2.0 37.3 Green Ext Time (p_c), s 0.0 15.7 1.6 0.4 19.9 1.2 Intersection Summary HCM 2010 Ctrl Delay 17.4 HCM 2010 LOS B 55 Timing Report, Sorted By Phase 1: Timberline & Willow Springs/Kechter Long Background PM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 2 Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None Maximum Split (s) 11 77 52 20 68 52 Maximum Split (%) 7.9% 55.0% 37.1% 14.3% 48.6% 37.1% Minimum Split (s) 11 22.5 24 11 24.5 22.5 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s) 112112 Minimum Initial (s) 477477 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 12 12 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 52 63 0 52 72 0 End Time (s) 63 0 52 72 0 52 Yield/Force Off (s) 59 134.5 47 68 134.5 47 Yield/Force Off 170(s) 59 124.5 35 68 122.5 37 Local Start Time (s) 52 63 0 52 72 0 Local Yield (s) 59 134.5 47 68 134.5 47 Local Yield 170(s) 59 124.5 35 68 122.5 37 Intersection Summary Cycle Length 140 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Timberline & Willow Springs/Kechter 56 HCM 2010 Signalized Intersection Summary 2: Timberline & Zephyr Long Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 205 5 120 105 10 180 45 1075 65 120 740 70 Future Volume (veh/h) 205 5 120 105 10 180 45 1075 65 120 740 70 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 241 6 0 124 12 44 53 1265 0 141 871 70 Adj No. of Lanes 110110121121 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 371 243 0 297 22 79 479 2065 924 424 2138 956 Arrive On Green 0.15 0.13 0.00 0.08 0.06 0.06 0.08 1.00 0.00 0.12 1.00 1.00 Sat Flow, veh/h 1774 1863 0 1774 351 1285 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 241 6 0 124 0 56 53 1265 0 141 871 70 Grp Sat Flow(s),veh/h/ln 1774 1863 0 1774 0 1636 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 13.3 0.3 0.0 7.1 0.0 3.7 1.3 0.0 0.0 3.5 0.0 0.0 Cycle Q Clear(g_c), s 13.3 0.3 0.0 7.1 0.0 3.7 1.3 0.0 0.0 3.5 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.79 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 371 243 0 297 0 101 479 2065 924 424 2138 956 V/C Ratio(X) 0.65 0.02 0.00 0.42 0.00 0.56 0.11 0.61 0.00 0.33 0.41 0.07 Avail Cap(c_a), veh/h 442 440 0 297 0 208 524 2065 924 465 2138 956 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.90 0.90 0.90 Uniform Delay (d), s/veh 37.9 41.7 0.0 43.4 0.0 50.2 7.8 0.0 0.0 7.1 0.0 0.0 Incr Delay (d2), s/veh 2.5 0.0 0.0 0.9 0.0 4.8 0.1 1.4 0.0 0.4 0.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.8 0.2 0.0 3.5 0.0 1.8 0.6 0.4 0.0 1.7 0.2 0.0 LnGrp Delay(d),s/veh 40.4 41.8 0.0 44.3 0.0 54.9 7.9 1.4 0.0 7.5 0.5 0.1 LnGrp LOS D D D D A A A A A Approach Vol, veh/h 247 180 1318 1082 Approach Delay, s/veh 40.4 47.6 1.6 1.4 Approach LOS D D A A Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.2 70.4 13.0 18.3 10.5 68.2 20.6 10.8 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 6.0 51.0 8.0 25.0 8.0 49.0 20.0 13.0 Max Q Clear Time (g_c+I1), s 3.3 2.0 9.1 2.3 5.5 2.0 15.3 5.7 Green Ext Time (p_c), s 0.0 13.5 0.0 0.3 0.1 13.4 0.3 0.1 Intersection Summary HCM 2010 Ctrl Delay 7.9 HCM 2010 LOS A 57 Timing Report, Sorted By Phase 2: Timberline & Zephyr Long Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 4 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL 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 56 13 30 13 54 25 18 Maximum Split (%) 10.0% 50.9% 11.8% 27.3% 11.8% 49.1% 22.7% 16.4% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 43 54 0 13 43 56 0 25 End Time (s) 54 0 13 43 56 0 25 43 Yield/Force Off (s) 49 105 8 38 51 105 20 38 Yield/Force Off 170(s) 49 105 8 38 51 105 20 38 Local Start Time (s) 43 54 0 13 43 56 0 25 Local Yield (s) 49 105 8 38 51 105 20 38 Local Yield 170(s) 49 105 8 38 51 105 20 38 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 2: Timberline & Zephyr 58 HCM 2010 Signalized Intersection Summary 2: Timberline & Zephyr Long Background PM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 150 10 100 55 10 130 145 960 105 180 1330 135 Future Volume (veh/h) 150 10 100 55 10 130 145 960 105 180 1330 135 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 176 12 4 65 12 0 171 1129 0 212 1565 94 Adj No. of Lanes 110110121121 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 358 138 46 294 116 0 312 1819 814 440 1859 832 Arrive On Green 0.10 0.10 0.10 0.06 0.06 0.00 0.11 0.68 0.00 0.13 0.70 0.70 Sat Flow, veh/h 1774 1338 446 1774 1863 0 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 176 0 16 65 12 0 171 1129 0 212 1565 94 Grp Sat Flow(s),veh/h/ln 1774 0 1784 1774 1863 0 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 6.4 0.0 0.6 2.3 0.4 0.0 3.0 12.3 0.0 3.8 22.6 1.4 Cycle Q Clear(g_c), s 6.4 0.0 0.6 2.3 0.4 0.0 3.0 12.3 0.0 3.8 22.6 1.4 Prop In Lane 1.00 0.25 1.00 0.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 358 0 184 294 116 0 312 1819 814 440 1859 832 V/C Ratio(X) 0.49 0.00 0.09 0.22 0.10 0.00 0.55 0.62 0.00 0.48 0.84 0.11 Avail Cap(c_a), veh/h 358 0 280 367 293 0 341 1819 814 449 1859 832 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.56 0.56 0.56 Uniform Delay (d), s/veh 26.5 0.0 28.4 28.1 31.0 0.0 12.5 7.3 0.0 7.6 8.4 5.2 Incr Delay (d2), s/veh 1.0 0.0 0.2 0.4 0.4 0.0 1.5 1.6 0.0 0.5 2.8 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 0.0 0.3 1.2 0.2 0.0 1.8 6.2 0.0 1.8 11.3 0.6 LnGrp Delay(d),s/veh 27.5 0.0 28.6 28.4 31.4 0.0 14.1 8.9 0.0 8.1 11.2 5.4 LnGrp LOS C C C C B A A B A Approach Vol, veh/h 192 77 1300 1871 Approach Delay, s/veh 27.6 28.9 9.6 10.6 Approach LOS C C A B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.9 40.8 8.1 11.2 10.7 40.0 11.0 8.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 6.0 28.0 6.0 10.0 6.0 28.0 6.0 10.0 Max Q Clear Time (g_c+I1), s 5.0 24.6 4.3 2.6 5.8 14.3 8.4 2.4 Green Ext Time (p_c), s 0.0 2.9 0.0 0.0 0.0 10.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 11.6 HCM 2010 LOS B 59 Timing Report, Sorted By Phase 2: Timberline & Zephyr Long Background PM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 4 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL 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 33 11 15 11 33 11 15 Maximum Split (%) 15.7% 47.1% 15.7% 21.4% 15.7% 47.1% 15.7% 21.4% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 26 37 0 11 26 37 0 11 End Time (s) 37 0 11 26 37 0 11 26 Yield/Force Off (s) 32 65 6 21 32 65 6 21 Yield/Force Off 170(s) 32 65 6 21 32 65 6 21 Local Start Time (s) 26 37 0 11 26 37 0 11 Local Yield (s) 32 65 6 21 32 65 6 21 Local Yield 170(s) 32 65 6 21 32 65 6 21 Intersection Summary Cycle Length 70 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 2: Timberline & Zephyr 60 HCM 2010 TWSC 6: Timberline & Rosen Long Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 30 10 1185 940 20 Future Vol, veh/h 0 30 10 1185 940 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 35 12 1394 1106 24 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 553 1106 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 477 627 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 477 627 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 13.1 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 627 - 477 - - HCM Lane V/C Ratio 0.019 - 0.074 - - HCM Control Delay (s) 10.9 - 13.1 - - HCM Lane LOS B - B - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - 61 HCM 2010 TWSC 6: Timberline & Rosen Long Background PM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 15 35 1210 1385 80 Future Vol, veh/h 0 15 35 1210 1385 80 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 18 41 1424 1629 94 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 815 1629 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 321 395 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 321 395 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 16.9 0.4 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 395 - 321 - - HCM Lane V/C Ratio 0.104 - 0.055 - - HCM Control Delay (s) 15.2 - 16.9 - - HCM Lane LOS C - C - - HCM 95th %tile Q(veh) 0.3 - 0.2 - - 62 HCM 2010 TWSC 3: Timberline & Fossil Creek Long Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 55 1 45 15 1 60 15 1080 10 20 935 15 Future Vol, veh/h 55 1 45 15 1 60 15 1080 10 20 935 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 50 - - 50 150 - - 150 - 150 Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 60 1 49 16 1 65 16 1174 11 22 1016 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1680 2277 508 1764 2272 592 1016 0 0 1185 0 0 Stage 1 1060 1060 - 1212 1212 - - - - - - - Stage 2 620 1217 - 552 1060 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 62 39 510 53 40 449 678 - - 585 - - Stage 1 239 299 - 193 253 - - - - - - - Stage 2 442 252 - 486 299 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 50 37 510 45 38 449 678 - - 585 - - Mov Cap-2 Maneuver 149 132 - 134 135 - - - - - - - Stage 1 233 288 - 188 247 - - - - - - - Stage 2 367 246 - 421 288 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 30.6 18.9 0.1 0.2 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 678 - - 149 510 134 449 585 - - HCM Lane V/C Ratio 0.024 - - 0.409 0.096 0.13 0.145 0.037 - - HCM Control Delay (s) 10.4 - - 44.9 12.8 35.8 14.4 11.4 - - HCM Lane LOS B - - EBEBB-- HCM 95th %tile Q(veh) 0.1 - - 1.8 0.3 0.4 0.5 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 63 HCM 2010 TWSC 3: Timberline & Fossil Creek Long Background PM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 1 20 10 1 35 40 1185 25 40 1295 75 Future Vol, veh/h 25 1 20 10 1 35 40 1185 25 40 1295 75 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 50 - - 50 150 - - 150 - 150 Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 27 1 22 11 1 38 43 1288 27 43 1408 82 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2227 2897 704 2180 2884 658 1408 0 0 1315 0 0 Stage 1 1495 1495 - 1389 1389 - - - - - - - Stage 2 732 1402 - 791 1495 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 24 16 379 26 16 407 481 - - 522 - - Stage 1 129 185 - 150 208 - - - - - - - Stage 2 379 205 - 349 185 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 19 13 379 21 13 407 481 - - 522 - - Mov Cap-2 Maneuver 82 77 - 90 75 - - - - - - - Stage 1 117 170 - 137 189 - - - - - - - Stage 2 311 187 - 300 170 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 46.4 23.7 0.4 0.4 HCM LOS E C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 481 - - 82 379 88 407 522 - - HCM Lane V/C Ratio 0.09 - - 0.345 0.057 0.136 0.093 0.083 - - HCM Control Delay (s) 13.2 - - 70.4 15.1 52.2 14.8 12.5 - - HCM Lane LOS B - - F C F B B - - HCM 95th %tile Q(veh) 0.3 - - 1.3 0.2 0.5 0.3 0.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 64 HCM 2010 Signalized Intersection Summary 4: Timberline & Trilby Long Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 335 120 125 110 165 75 85 690 75 50 660 285 Future Volume (veh/h) 335 120 125 110 165 75 85 690 75 50 660 285 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 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 1788 1863 1937 1824 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 394 141 28 129 194 70 100 812 33 59 776 150 Adj No. of Lanes 211110111111 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 438 611 499 276 236 85 254 975 828 236 952 792 Arrive On Green 0.13 0.33 0.33 0.17 0.17 0.17 0.05 0.52 0.52 0.04 0.51 0.51 Sat Flow, veh/h 3442 1863 1520 1211 1360 491 1774 1863 1583 1774 1863 1549 Grp Volume(v), veh/h 394 141 28 129 0 264 100 812 33 59 776 150 Grp Sat Flow(s),veh/h/ln 1721 1863 1520 1211 0 1851 1774 1863 1583 1774 1863 1549 Q Serve(g_s), s 12.4 6.1 1.4 10.8 0.0 15.1 2.9 40.5 1.1 1.7 38.4 5.8 Cycle Q Clear(g_c), s 12.4 6.1 1.4 10.8 0.0 15.1 2.9 40.5 1.1 1.7 38.4 5.8 Prop In Lane 1.00 1.00 1.00 0.27 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 438 611 499 276 0 321 254 975 828 236 952 792 V/C Ratio(X) 0.90 0.23 0.06 0.47 0.00 0.82 0.39 0.83 0.04 0.25 0.81 0.19 Avail Cap(c_a), veh/h 438 677 553 319 0 387 292 975 828 295 952 792 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 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.3 26.9 25.3 42.0 0.0 43.8 19.2 22.2 12.8 19.2 22.5 14.6 Incr Delay (d2), s/veh 21.1 0.2 0.0 1.2 0.0 11.3 1.0 8.3 0.1 0.5 7.6 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 7.2 3.1 0.6 3.7 0.0 8.7 1.5 23.0 0.5 0.9 21.6 2.6 LnGrp Delay(d),s/veh 68.4 27.0 25.3 43.3 0.0 55.1 20.2 30.5 12.9 19.7 30.2 15.1 LnGrp LOS E C C D E C C B B C B Approach Vol, veh/h 563 393 945 985 Approach Delay, s/veh 55.9 51.2 28.8 27.2 Approach LOS E D C C Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 8.7 61.2 40.1 7.3 62.6 17.0 23.1 Change Period (Y+Rc), s 4.0 6.0 5.0 4.0 6.0 4.0 5.0 Max Green Setting (Gmax), s 7.0 49.0 39.0 7.0 49.0 13.0 22.0 Max Q Clear Time (g_c+I1), s 4.9 40.4 8.1 3.7 42.5 14.4 17.1 Green Ext Time (p_c), s 0.0 4.7 2.0 0.0 3.8 0.0 1.0 Intersection Summary HCM 2010 Ctrl Delay 36.6 HCM 2010 LOS D 65 Timing Report, Sorted By Phase 4: Timberline & Trilby Long Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 7 Phase Number 1245678 Movement NBL SBTL EBT SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 11 55 44 11 55 17 27 Maximum Split (%) 10.0% 50.0% 40.0% 10.0% 50.0% 15.5% 24.5% Minimum Split (s) 11 25 24 11 25 11 27.5 Yellow Time (s) 3533543 All-Red Time (s) 1121102 Minimum Initial (s) 4774747 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 11 12 15 Dual Entry No Yes Yes No Yes Yes No Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 108 9 64 108 9 64 81 End Time (s) 9 64 108 9 64 81 108 Yield/Force Off (s) 5 58 103 5 58 77 103 Yield/Force Off 170(s) 5 46 92 5 46 77 88 Local Start Time (s) 50 61 6 50 61 6 23 Local Yield (s) 57 0 45 57 0 19 45 Local Yield 170(s) 57 98 34 57 98 19 30 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 58 (53%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 4: Timberline & Trilby 66 HCM 2010 Signalized Intersection Summary 4: Timberline & Trilby Long Background PM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 385 160 110 70 130 40 140 820 70 25 855 415 Future Volume (veh/h) 385 160 110 70 130 40 140 820 70 25 855 415 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 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 1788 1863 1937 1824 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 453 188 14 82 153 38 165 965 24 29 1006 324 Adj No. of Lanes 211110111111 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 516 416 339 272 185 46 387 1105 939 187 1043 868 Arrive On Green 0.15 0.22 0.22 0.04 0.12 0.12 0.06 0.59 0.59 0.05 1.00 1.00 Sat Flow, veh/h 3442 1863 1520 1774 1499 372 1774 1863 1583 1774 1863 1550 Grp Volume(v), veh/h 453 188 14 82 0 191 165 965 24 29 1006 324 Grp Sat Flow(s),veh/h/ln 1721 1863 1520 1774 0 1872 1774 1863 1583 1774 1863 1550 Q Serve(g_s), s 18.0 12.2 1.0 5.7 0.0 14.0 5.3 61.2 0.9 1.0 0.0 0.0 Cycle Q Clear(g_c), s 18.0 12.2 1.0 5.7 0.0 14.0 5.3 61.2 0.9 1.0 0.0 0.0 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 516 416 339 272 0 230 387 1105 939 187 1043 868 V/C Ratio(X) 0.88 0.45 0.04 0.30 0.00 0.83 0.43 0.87 0.03 0.16 0.96 0.37 Avail Cap(c_a), veh/h 516 439 358 272 0 254 421 1105 939 241 1043 868 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 58.2 47.0 42.6 51.0 0.0 59.9 10.4 24.0 11.8 23.5 0.0 0.0 Incr Delay (d2), s/veh 15.7 0.8 0.0 0.6 0.0 18.6 0.7 9.6 0.1 0.4 20.5 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.7 6.4 0.4 2.8 0.0 8.4 2.6 34.3 0.4 0.5 5.9 0.3 LnGrp Delay(d),s/veh 73.9 47.8 42.7 51.7 0.0 78.5 11.1 33.6 11.8 23.9 20.5 1.2 LnGrp LOS E D D D E B C B C C A Approach Vol, veh/h 655 273 1154 1359 Approach Delay, s/veh 65.8 70.5 30.0 16.0 Approach LOS E E C B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.4 83.4 10.0 35.2 6.7 88.1 24.0 21.2 Change Period (Y+Rc), s 4.0 6.0 5.0 5.0 4.0 6.0 4.0 5.0 Max Green Setting (Gmax), s 10.0 73.0 5.0 32.0 7.0 76.0 20.0 18.0 Max Q Clear Time (g_c+I1), s 7.3 2.0 7.7 14.2 3.0 63.2 20.0 16.0 Green Ext Time (p_c), s 0.1 16.2 0.0 1.2 0.0 8.2 0.0 0.3 Intersection Summary HCM 2010 Ctrl Delay 34.5 HCM 2010 LOS C 67 Timing Report, Sorted By Phase 4: Timberline & Trilby Long Background PM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 7 Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL 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) 14 79 10 37 11 82 24 23 Maximum Split (%) 10.0% 56.4% 7.1% 26.4% 7.9% 58.6% 17.1% 16.4% Minimum Split (s) 11 25 11 24 11 25 11 27.5 Yellow Time (s) 35333543 All-Red Time (s) 11221102 Minimum Initial (s) 47474747 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 7 Flash Dont Walk (s) 12 11 12 Dual Entry No Yes No Yes No Yes Yes No Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 106 120 59 69 106 117 59 83 End Time (s) 120 59 69 106 117 59 83 106 Yield/Force Off (s) 116 53 64 101 113 53 79 101 Yield/Force Off 170(s) 116 41 64 90 113 41 79 101 Local Start Time (s) 53 67 6 16 53 64 6 30 Local Yield (s) 63 0 11 48 60 0 26 48 Local Yield 170(s) 63 128 11 37 60 128 26 48 Intersection Summary Cycle Length 140 Control Type Actuated-Coordinated Natural Cycle 130 Offset: 53 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 4: Timberline & Trilby 68 APPENDIX G 69 HCM 2010 Signalized Intersection Summary 1: Timberline & Willow Springs/Kechter Short Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 47 20 28 164 6 128 16 1009 236 89 588 9 Future Volume (veh/h) 47 20 28 164 6 128 16 1009 236 89 588 9 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 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 1824 1863 1863 1937 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 55 24 1 193 7 5 19 1187 207 105 692 0 Adj No. of Lanes 110111111111 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 308 315 13 294 331 291 493 1255 1109 183 1291 1097 Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.18 0.03 0.67 0.67 0.04 0.69 0.00 Sat Flow, veh/h 1393 1774 74 1377 1863 1642 1774 1863 1645 1774 1863 1583 Grp Volume(v), veh/h 55 0 25 193 7 5 19 1187 207 105 692 0 Grp Sat Flow(s),veh/h/ln 1393 0 1847 1377 1863 1642 1774 1863 1645 1774 1863 1583 Q Serve(g_s), s 3.7 0.0 1.2 15.0 0.3 0.3 0.4 63.0 5.2 1.9 20.0 0.0 Cycle Q Clear(g_c), s 4.1 0.0 1.2 16.2 0.3 0.3 0.4 63.0 5.2 1.9 20.0 0.0 Prop In Lane 1.00 0.04 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 308 0 328 294 331 291 493 1255 1109 183 1291 1097 V/C Ratio(X) 0.18 0.00 0.08 0.66 0.02 0.02 0.04 0.95 0.19 0.58 0.54 0.00 Avail Cap(c_a), veh/h 352 0 386 338 389 343 577 1255 1109 282 1291 1097 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 39.0 0.0 37.7 44.5 37.3 37.3 6.5 16.1 6.7 28.0 8.3 0.0 Incr Delay (d2), s/veh 0.3 0.0 0.1 3.7 0.0 0.0 0.0 15.3 0.4 2.8 1.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 0.6 6.0 0.2 0.1 0.2 37.3 2.4 2.3 10.8 0.0 LnGrp Delay(d),s/veh 39.3 0.0 37.8 48.2 37.4 37.3 6.6 31.4 7.1 30.8 9.9 0.0 LnGrp LOS D DDDDACACA Approach Vol, veh/h 80 205 1413 797 Approach Delay, s/veh 38.8 47.6 27.5 12.6 Approach LOS D D C B Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.8 80.7 23.5 7.8 78.6 23.5 Change Period (Y+Rc), s 4.0 5.5 5.0 4.0 5.5 5.0 Max Green Setting (Gmax), s 7.0 66.5 22.0 10.0 63.5 22.0 Max Q Clear Time (g_c+I1), s 2.4 22.0 6.1 3.9 65.0 18.2 Green Ext Time (p_c), s 0.0 13.3 0.8 0.1 0.0 0.3 Intersection Summary HCM 2010 Ctrl Delay 24.8 HCM 2010 LOS C 70 Timing Report, Sorted By Phase 1: Timberline & Willow Springs/Kechter Short Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 3 Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None Maximum Split (s) 11 72 27 14 69 27 Maximum Split (%) 10.0% 65.5% 24.5% 12.7% 62.7% 24.5% Minimum Split (s) 11 22.5 24 11 24.5 22.5 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s) 112112 Minimum Initial (s) 477477 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 12 12 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 27 38 0 27 41 0 End Time (s) 38 0 27 41 0 27 Yield/Force Off (s) 34 104.5 22 37 104.5 22 Yield/Force Off 170(s) 34 94.5 10 37 92.5 12 Local Start Time (s) 27 38 0 27 41 0 Local Yield (s) 34 104.5 22 37 104.5 22 Local Yield 170(s) 34 94.5 10 37 92.5 12 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Timberline & Willow Springs/Kechter 71 HCM 2010 Signalized Intersection Summary 1: Timberline & Willow Springs/Kechter Short Total PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 21 17 20 257 30 125 32 823 203 154 1068 33 Future Volume (veh/h) 21 17 20 257 30 125 32 823 203 154 1068 33 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1824 1863 1863 1937 1863 1863 1937 1863 1863 1863 Adj Flow Rate, veh/h 22 18 4 268 31 33 33 857 163 160 1112 12 Adj No. of Lanes 110111111111 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 368 360 80 385 454 402 150 1111 981 305 1165 990 Arrive On Green 0.24 0.24 0.24 0.24 0.24 0.24 0.03 0.60 0.60 0.06 0.63 0.63 Sat Flow, veh/h 1332 1477 328 1384 1863 1647 1774 1863 1645 1774 1863 1582 Grp Volume(v), veh/h 22 0 22 268 31 33 33 857 163 160 1112 12 Grp Sat Flow(s),veh/h/ln 1332 0 1805 1384 1863 1647 1774 1863 1645 1774 1863 1582 Q Serve(g_s), s 1.5 0.0 1.1 22.1 1.5 1.9 0.8 41.3 5.3 3.9 66.6 0.3 Cycle Q Clear(g_c), s 3.1 0.0 1.1 23.2 1.5 1.9 0.8 41.3 5.3 3.9 66.6 0.3 Prop In Lane 1.00 0.18 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 368 0 440 385 454 402 150 1111 981 305 1165 990 V/C Ratio(X) 0.06 0.00 0.05 0.70 0.07 0.08 0.22 0.77 0.17 0.52 0.95 0.01 Avail Cap(c_a), veh/h 498 0 617 520 636 563 243 1111 981 450 1165 990 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.1 0.0 34.7 43.6 34.9 35.0 26.3 18.1 10.8 18.1 20.9 8.5 Incr Delay (d2), s/veh 0.2 0.0 0.2 8.1 0.2 0.3 0.7 5.2 0.4 1.4 17.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.6 9.3 0.8 0.9 0.6 22.6 2.5 2.8 39.6 0.2 LnGrp Delay(d),s/veh 36.3 0.0 34.9 51.6 35.1 35.3 27.0 23.3 11.2 19.5 38.3 8.5 LnGrp LOS D CDDDCCBBDA Approach Vol, veh/h 44 332 1053 1284 Approach Delay, s/veh 35.6 48.5 21.5 35.7 Approach LOS DDCD Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.7 80.1 33.3 10.2 76.6 33.3 Change Period (Y+Rc), s 4.0 6.0 5.0 4.0 6.0 5.0 Max Green Setting (Gmax), s 9.0 56.0 40.0 16.0 49.0 40.0 Max Q Clear Time (g_c+I1), s 2.8 68.6 5.1 5.9 43.3 25.2 Green Ext Time (p_c), s 0.0 0.0 4.3 0.3 5.6 3.1 Intersection Summary HCM 2010 Ctrl Delay 31.8 HCM 2010 LOS C 72 Timing Report, Sorted By Phase 1: Timberline & Willow Springs/Kechter Short Total PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 3 Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None Maximum Split (s) 13 62 45 20 55 45 Maximum Split (%) 10.8% 51.7% 37.5% 16.7% 45.8% 37.5% Minimum Split (s) 11 22.5 24 11 24.5 22.5 Yellow Time (s) 353353 All-Red Time (s) 112112 Minimum Initial (s) 477477 Vehicle Extension (s) 366366 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 2 1 1 0 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 6 19 81 6 26 81 End Time (s) 19 81 6 26 81 6 Yield/Force Off (s) 15 75 1 22 75 1 Yield/Force Off 170(s) 15 73 0 22 74 1 Local Start Time (s) 45 58 0 45 65 0 Local Yield (s) 54 114 40 61 114 40 Local Yield 170(s) 54 112 39 61 113 40 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 81 (68%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Timberline & Willow Springs/Kechter 73 HCM 2010 TWSC 2: Timberline & Zephyr Short Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 26 146 1109 32 87 690 Future Vol, veh/h 26 146 1109 32 87 690 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - 200 100 - 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 31 172 1305 38 102 812 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2321 1305 0 0 1305 0 Stage 1 1305 - - - - - Stage 2 1016 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 41 196 - - 530 - Stage 1 254 - - - - - Stage 2 350 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 33 196 - - 530 - Mov Cap-2 Maneuver 137 - - - - - Stage 1 254 - - - - - Stage 2 283 - - - - - Approach WB NB SB HCM Control Delay, s 78.1 0 1.5 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 137 196 530 - HCM Lane V/C Ratio - - 0.223 0.876 0.193 - HCM Control Delay (s) - - 38.7 85.1 13.4 - HCM Lane LOS - - E F B - HCM 95th %tile Q(veh) - - 0.8 6.7 0.7 - 74 HCM 2010 TWSC 2: Timberline & Zephyr Short Total PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 11.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 29 91 966 42 108 1233 Future Vol, veh/h 29 91 966 42 108 1233 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - 200 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 35 37 91 43 59 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 83 246 1062 98 183 1355 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2783 1062 0 0 1062 0 Stage 1 1062 - - - - - Stage 2 1721 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver ~ 21 272 - - 656 - Stage 1 332 - - - - - Stage 2 158 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 15 272 - - 656 - Mov Cap-2 Maneuver 83 - - - - - Stage 1 332 - - - - - Stage 2 114 - - - - - Approach WB NB SB HCM Control Delay, s 102 0 1.5 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 83 272 656 - HCM Lane V/C Ratio - - 0.998 0.904 0.279 - HCM Control Delay (s) - - 187.6 73.2 12.6 - HCM Lane LOS - - F F B - HCM 95th %tile Q(veh) - - 5.6 8.1 1.1 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 75 HCM 2010 TWSC 6: Timberline & Rosen Short Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 12 Intersection Int Delay, s/veh 9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 117 61 14 1024 689 27 Future Vol, veh/h 117 61 14 1024 689 27 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 150 - - 150 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 138 72 16 1205 811 32 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2049 811 811 0 - 0 Stage 1 811 - - - - - Stage 2 1238 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver ~ 61 379 815 - - - Stage 1 437 - - - - - Stage 2 274 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 60 379 815 - - - Mov Cap-2 Maneuver 178 - - - - - Stage 1 437 - - - - - Stage 2 269 - - - - - Approach EB NB SB HCM Control Delay, s 97.6 0.1 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 815 - 218 - - HCM Lane V/C Ratio 0.02 - 0.961 - - HCM Control Delay (s) 9.5 - 97.6 - - HCM Lane LOS A - F - - HCM 95th %tile Q(veh) 0.1 - 8.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 76 HCM 2010 TWSC 5: Timberline & Rosen Short Total PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 12 Intersection Int Delay, s/veh 3.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 62 35 61 946 1150 112 Future Vol, veh/h 62 35 61 946 1150 112 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 69 39 68 1051 1278 124 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2465 1278 1278 0 - 0 Stage 1 1278 - - - - - Stage 2 1187 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver ~ 33 203 543 - - - Stage 1 262 - - - - - Stage 2 290 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 29 203 543 - - - Mov Cap-2 Maneuver 131 - - - - - Stage 1 262 - - - - - Stage 2 254 - - - - - Approach EB NB SB HCM Control Delay, s 74.2 0.8 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 543 - 150 - - HCM Lane V/C Ratio 0.125 - 0.719 - - HCM Control Delay (s) 12.6 - 74.2 - - HCM Lane LOS B - F - - HCM 95th %tile Q(veh) 0.4 - 4.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 77 HCM 2010 TWSC 3: Timberline & Fossil Creek Short Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 42 0 63 12 0 56 17 940 5 12 721 17 Future Vol, veh/h 42 0 63 12 0 56 17 940 5 12 721 17 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 50 - - 50 150 - - 150 - 150 Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 46 0 68 13 0 61 18 1022 5 13 784 18 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1871 1874 784 1871 1871 1024 784 0 0 1027 0 0 Stage 1 810 810 - 1061 1061 - - - - - - - Stage 2 1061 1064 - 810 810 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 55 72 393 55 72 286 834 - - 676 - - Stage 1 374 393 - 271 300 - - - - - - - Stage 2 271 300 - 374 393 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 42 69 393 44 69 286 834 - - 676 - - Mov Cap-2 Maneuver 134 179 - 145 180 - - - - - - - Stage 1 366 385 - 265 294 - - - - - - - Stage 2 209 294 - 303 385 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 27.7 23 0.2 0.2 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 834 - - 134 393 145 286 676 - - HCM Lane V/C Ratio 0.022 - - 0.341 0.174 0.09 0.213 0.019 - - HCM Control Delay (s) 9.4 - - 45.2 16.1 32.3 21 10.4 - - HCM Lane LOS A - - E C D C B - - HCM 95th %tile Q(veh) 0.1 - - 1.4 0.6 0.3 0.8 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 78 HCM 2010 TWSC 3: Timberline & Fossil Creek Short Total PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 1 44 6 1 30 61 953 21 36 1077 72 Future Vol, veh/h 24 1 44 6 1 30 61 953 21 36 1077 72 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 50 - - 50 - - 150 - - 150 - 150 Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 27 1 49 7 1 33 68 1059 23 40 1197 80 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2500 2495 1197 2508 2483 1071 1197 0 0 1082 0 0 Stage 1 1277 1277 - 1206 1206 - - - - - - - Stage 2 1223 1218 - 1302 1277 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver ~ 20 29 226 19 30 268 583 - - 645 - - Stage 1 204 237 - 224 257 - - - - - - - Stage 2 219 253 - 198 237 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 15 24 226 13 25 268 583 - - 645 - - Mov Cap-2 Maneuver 75 102 - 55 95 - - - - - - - Stage 1 180 222 - 198 227 - - - - - - - Stage 2 169 223 - 145 222 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 43.9 30.9 0.7 0.3 HCM LOS E D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 583 - - 75 220 55 253 645 - - HCM Lane V/C Ratio 0.116 - - 0.356 0.227 0.121 0.136 0.062 - - HCM Control Delay (s) 12 - - 77.4 26.1 79.3 21.5 10.9 - - HCM Lane LOS B - - F D F C B - - HCM 95th %tile Q(veh) 0.4 - - 1.4 0.8 0.4 0.5 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 79 HCM 2010 Signalized Intersection Summary 4: Timberline & Trilby Short Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 296 98 102 85 127 60 71 484 58 44 482 245 Future Volume (veh/h) 296 98 102 85 127 60 71 484 58 44 482 245 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 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 1824 1863 1937 1824 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 348 115 80 100 149 52 84 569 0 52 567 110 Adj No. of Lanes 110110111111 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 386 333 232 235 197 69 382 983 836 402 968 805 Arrive On Green 0.15 0.33 0.33 0.14 0.14 0.14 0.05 0.53 0.00 0.04 0.52 0.52 Sat Flow, veh/h 1774 1024 713 1183 1373 479 1774 1863 1583 1774 1863 1549 Grp Volume(v), veh/h 348 0 195 100 0 201 84 569 0 52 567 110 Grp Sat Flow(s),veh/h/ln 1774 0 1737 1183 0 1853 1774 1863 1583 1774 1863 1549 Q Serve(g_s), s 17.0 0.0 9.4 8.7 0.0 11.5 2.4 22.8 0.0 1.5 23.1 4.0 Cycle Q Clear(g_c), s 17.0 0.0 9.4 8.7 0.0 11.5 2.4 22.8 0.0 1.5 23.1 4.0 Prop In Lane 1.00 0.41 1.00 0.26 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 386 0 565 235 0 265 382 983 836 402 968 805 V/C Ratio(X) 0.90 0.00 0.35 0.43 0.00 0.76 0.22 0.58 0.00 0.13 0.59 0.14 Avail Cap(c_a), veh/h 386 0 695 324 0 404 429 983 836 463 968 805 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 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.0 0.0 28.2 44.1 0.0 45.3 13.6 17.7 0.0 13.4 18.2 13.7 Incr Delay (d2), s/veh 23.8 0.0 0.4 1.2 0.0 4.4 0.3 2.5 0.0 0.1 2.6 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.7 0.0 4.6 2.9 0.0 6.2 1.2 12.4 0.0 0.7 12.5 1.8 LnGrp Delay(d),s/veh 57.8 0.0 28.6 45.3 0.0 49.7 13.9 20.1 0.0 13.6 20.8 14.0 LnGrp LOS E C D D B C B C B Approach Vol, veh/h 543 301 653 729 Approach Delay, s/veh 47.3 48.2 19.3 19.3 Approach LOS D D B B Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 8.1 62.2 39.8 7.2 63.1 20.0 19.8 Change Period (Y+Rc), s 4.0 6.0 5.0 4.0 6.0 4.0 5.0 Max Green Setting (Gmax), s 7.0 45.0 43.0 7.0 45.0 16.0 23.0 Max Q Clear Time (g_c+I1), s 4.4 25.1 11.4 3.5 24.8 19.0 13.5 Green Ext Time (p_c), s 0.0 4.4 1.8 0.0 4.5 0.0 1.3 Intersection Summary HCM 2010 Ctrl Delay 30.1 HCM 2010 LOS C 80 Timing Report, Sorted By Phase 4: Timberline & Trilby Short Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 10 Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 11 51 48 11 51 20 28 Maximum Split (%) 10.0% 46.4% 43.6% 10.0% 46.4% 18.2% 25.5% Minimum Split (s) 11 25 24 11 25 11 27.5 Yellow Time (s) 3533543 All-Red Time (s) 1121102 Minimum Initial (s) 4774747 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 11 12 15 Dual Entry No Yes Yes No Yes Yes No Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 86 97 38 86 97 38 58 End Time (s) 97 38 86 97 38 58 86 Yield/Force Off (s) 93 32 81 93 32 54 81 Yield/Force Off 170(s) 93 20 70 93 20 54 66 Local Start Time (s) 54 65 6 54 65 6 26 Local Yield (s) 61 0 49 61 0 22 49 Local Yield 170(s) 61 98 38 61 98 22 34 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 32 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 4: Timberline & Trilby 81 HCM 2010 Signalized Intersection Summary 4: Timberline & Trilby Short Total PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 351 116 89 55 103 36 114 566 58 18 648 385 Future Volume (veh/h) 351 116 89 55 103 36 114 566 58 18 648 385 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 1.00 1.00 0.98 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 1824 1863 1937 1824 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 390 129 73 61 114 28 127 629 15 20 720 216 Adj No. of Lanes 110110111111 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222222222 Cap, veh/h 400 336 190 202 180 44 307 1065 905 380 1009 838 Arrive On Green 0.16 0.30 0.30 0.12 0.12 0.12 0.05 0.57 0.57 0.02 0.54 0.54 Sat Flow, veh/h 1774 1107 626 1175 1494 367 1774 1863 1583 1774 1863 1546 Grp Volume(v), veh/h 390 0 202 61 0 142 127 629 15 20 720 216 Grp Sat Flow(s),veh/h/ln 1774 0 1733 1175 0 1861 1774 1863 1583 1774 1863 1546 Q Serve(g_s), s 19.0 0.0 11.0 5.8 0.0 8.7 3.6 26.2 0.5 0.6 34.6 8.9 Cycle Q Clear(g_c), s 19.0 0.0 11.0 5.8 0.0 8.7 3.6 26.2 0.5 0.6 34.6 8.9 Prop In Lane 1.00 0.36 1.00 0.20 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 400 0 527 202 0 224 307 1065 905 380 1009 838 V/C Ratio(X) 0.97 0.00 0.38 0.30 0.00 0.63 0.41 0.59 0.02 0.05 0.71 0.26 Avail Cap(c_a), veh/h 400 0 636 276 0 341 329 1065 905 455 1009 838 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 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.9 0.0 32.9 49.0 0.0 50.3 16.8 16.6 11.1 13.6 20.5 14.6 Incr Delay (d2), s/veh 38.2 0.0 1.7 3.0 0.0 10.3 0.9 2.4 0.0 0.1 4.3 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.8 0.0 5.5 2.0 0.0 5.1 1.8 14.2 0.2 0.3 19.0 4.0 LnGrp Delay(d),s/veh 79.0 0.0 34.6 52.0 0.0 60.5 17.7 19.0 11.1 13.7 24.8 15.4 LnGrp LOS E C D EBBBBCB Approach Vol, veh/h 592 203 771 956 Approach Delay, s/veh 63.9 58.0 18.7 22.5 Approach LOS E E B C Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 9.5 70.0 40.5 5.9 73.6 22.0 18.5 Change Period (Y+Rc), s 4.0 6.0 5.0 4.0 6.0 4.0 5.0 Max Green Setting (Gmax), s 7.0 55.0 43.0 7.0 55.0 18.0 21.0 Max Q Clear Time (g_c+I1), s 5.6 36.6 13.0 2.6 28.2 21.0 10.7 Green Ext Time (p_c), s 0.0 14.4 4.6 0.0 19.4 0.0 2.7 Intersection Summary HCM 2010 Ctrl Delay 33.9 HCM 2010 LOS C 82 Timing Report, Sorted By Phase 4: Timberline & Trilby Short Total PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 10 Phase Number 1245678 Movement NBL SBTL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None None Maximum Split (s) 11 61 48 11 61 22 26 Maximum Split (%) 9.2% 50.8% 40.0% 9.2% 50.8% 18.3% 21.7% Minimum Split (s) 11 28 26 11 27 11 26 Yellow Time (s) 3533543 All-Red Time (s) 1121102 Minimum Initial (s) 4774747 Vehicle Extension (s) 3663636 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 15 13 14 13 Dual Entry No Yes Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 89 100 41 89 100 41 63 End Time (s) 100 41 89 100 41 63 89 Yield/Force Off (s) 96 35 84 96 35 59 84 Yield/Force Off 170(s) 96 20 71 96 21 59 71 Local Start Time (s) 54 65 6 54 65 6 28 Local Yield (s) 61 0 49 61 0 24 49 Local Yield 170(s) 61 105 36 61 106 24 36 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 35 (29%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 4: Timberline & Trilby 83 APPENDIX H 84 HCM 2010 Signalized Intersection Summary 1: Timberline & Willow Springs/Kechter Long Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 50 20 30 180 10 160 20 1205 275 110 680 10 Future Volume (veh/h) 50 20 30 180 10 160 20 1205 275 110 680 10 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 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 1824 1863 1863 1937 1863 1863 1937 1863 1863 1900 Adj Flow Rate, veh/h 59 24 2 212 12 53 24 1418 196 129 800 11 Adj No. of Lanes 110111121120 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 318 330 28 318 363 321 502 2302 1070 261 2404 33 Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.02 0.44 0.44 0.05 0.67 0.67 Sat Flow, veh/h 1329 1694 141 1377 1863 1644 1774 3539 1645 1774 3574 49 Grp Volume(v), veh/h 59 0 26 212 12 53 24 1418 196 129 396 415 Grp Sat Flow(s),veh/h/ln 1329 0 1835 1377 1863 1644 1774 1770 1645 1774 1770 1854 Q Serve(g_s), s 4.1 0.0 1.3 16.3 0.6 2.9 0.5 34.0 8.0 2.5 10.4 10.4 Cycle Q Clear(g_c), s 4.7 0.0 1.3 17.6 0.6 2.9 0.5 34.0 8.0 2.5 10.4 10.4 Prop In Lane 1.00 0.08 1.00 1.00 1.00 1.00 1.00 0.03 Lane Grp Cap(c), veh/h 318 0 358 318 363 321 502 2302 1070 261 1190 1247 V/C Ratio(X) 0.19 0.00 0.07 0.67 0.03 0.17 0.05 0.62 0.18 0.49 0.33 0.33 Avail Cap(c_a), veh/h 421 0 501 425 508 448 582 2302 1070 333 1190 1247 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.61 0.61 0.61 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.8 0.0 36.2 43.3 35.9 36.8 6.1 20.4 13.1 14.6 7.6 7.6 Incr Delay (d2), s/veh 0.3 0.0 0.1 2.4 0.0 0.2 0.0 0.8 0.2 1.5 0.8 0.7 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 1.5 0.0 0.7 6.5 0.3 1.4 0.2 16.9 3.7 2.2 5.3 5.6 LnGrp Delay(d),s/veh 38.1 0.0 36.2 45.7 35.9 37.1 6.1 21.2 13.3 16.0 8.4 8.3 LnGrp LOS D DDDDACBBAA Approach Vol, veh/h 85 277 1638 940 Approach Delay, s/veh 37.5 43.7 20.0 9.4 Approach LOS D D C A Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.1 78.5 25.5 8.5 76.0 25.5 Change Period (Y+Rc), s 4.0 5.5 5.0 4.0 5.5 5.0 Max Green Setting (Gmax), s 7.0 59.5 29.0 9.0 57.5 29.0 Max Q Clear Time (g_c+I1), s 2.5 12.4 6.7 4.5 36.0 19.6 Green Ext Time (p_c), s 0.0 14.7 1.1 0.1 11.1 0.8 Intersection Summary HCM 2010 Ctrl Delay 19.4 HCM 2010 LOS B 85 Timing Report, Sorted By Phase 1: Timberline & Willow Springs/Kechter Long Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 2 Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None Maximum Split (s) 11 65 34 13 63 34 Maximum Split (%) 10.0% 59.1% 30.9% 11.8% 57.3% 30.9% Minimum Split (s) 11 22.5 24 11 24.5 22.5 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s) 112112 Minimum Initial (s) 477477 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 12 12 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 11 22 87 11 24 87 End Time (s) 22 87 11 24 87 11 Yield/Force Off (s) 18 81.5 6 20 81.5 6 Yield/Force Off 170(s) 18 71.5 104 20 69.5 106 Local Start Time (s) 34 45 0 34 47 0 Local Yield (s) 41 104.5 29 43 104.5 29 Local Yield 170(s) 41 94.5 17 43 92.5 19 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 87 (79%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Timberline & Willow Springs/Kechter 86 HCM 2010 Signalized Intersection Summary 1: Timberline & Willow Springs/Kechter Long Total PM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 20 20 300 30 155 35 985 240 190 1265 35 Future Volume (veh/h) 25 20 20 300 30 155 35 985 240 190 1265 35 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 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 1824 1863 1863 1937 1863 1863 1937 1863 1863 1900 Adj Flow Rate, veh/h 29 24 4 353 35 34 41 1159 170 224 1488 40 Adj No. of Lanes 110111121120 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 418 450 75 435 540 477 207 1954 908 412 2105 57 Arrive On Green 0.29 0.29 0.29 0.29 0.29 0.29 0.06 1.00 1.00 0.08 0.60 0.60 Sat Flow, veh/h 1325 1551 259 1374 1863 1645 1774 3539 1645 1774 3521 95 Grp Volume(v), veh/h 29 0 28 353 35 34 41 1159 170 224 747 781 Grp Sat Flow(s),veh/h/ln 1325 0 1810 1374 1863 1645 1774 1770 1645 1774 1770 1846 Q Serve(g_s), s 2.3 0.0 1.6 34.9 1.9 2.1 1.4 0.0 0.0 7.2 41.1 41.3 Cycle Q Clear(g_c), s 4.2 0.0 1.6 36.5 1.9 2.1 1.4 0.0 0.0 7.2 41.1 41.3 Prop In Lane 1.00 0.14 1.00 1.00 1.00 1.00 1.00 0.05 Lane Grp Cap(c), veh/h 418 0 525 435 540 477 207 1954 908 412 1058 1104 V/C Ratio(X) 0.07 0.00 0.05 0.81 0.06 0.07 0.20 0.59 0.19 0.54 0.71 0.71 Avail Cap(c_a), veh/h 488 0 621 507 639 564 256 1954 908 494 1058 1104 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.60 0.60 0.60 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.5 0.0 35.8 49.0 36.0 36.0 16.9 0.0 0.0 10.3 19.6 19.6 Incr Delay (d2), s/veh 0.1 0.0 0.0 8.5 0.0 0.1 0.3 0.8 0.3 1.1 4.0 3.8 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 0.8 0.0 0.8 14.3 1.0 1.0 0.7 0.2 0.1 3.6 21.1 22.0 LnGrp Delay(d),s/veh 37.5 0.0 35.9 57.5 36.0 36.1 17.2 0.8 0.3 11.4 23.5 23.5 LnGrp LOS D D E D D BAABCC Approach Vol, veh/h 57 422 1370 1752 Approach Delay, s/veh 36.7 54.0 1.2 21.9 Approach LOS D D A C Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.2 88.2 44.6 13.6 81.8 44.6 Change Period (Y+Rc), s 4.0 5.5 5.0 4.0 5.5 5.0 Max Green Setting (Gmax), s 7.0 71.5 47.0 16.0 62.5 47.0 Max Q Clear Time (g_c+I1), s 3.4 43.3 6.2 9.2 2.0 38.5 Green Ext Time (p_c), s 0.0 15.5 1.7 0.4 20.8 1.1 Intersection Summary HCM 2010 Ctrl Delay 18.1 HCM 2010 LOS B 87 Timing Report, Sorted By Phase 1: Timberline & Willow Springs/Kechter Long Total PM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 2 Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Min None None C-Min None Maximum Split (s) 11 77 52 20 68 52 Maximum Split (%) 7.9% 55.0% 37.1% 14.3% 48.6% 37.1% Minimum Split (s) 11 22.5 24 11 24.5 22.5 Yellow Time (s) 3 4.5 3 3 4.5 3 All-Red Time (s) 112112 Minimum Initial (s) 477477 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 12 12 10 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 52 63 0 52 72 0 End Time (s) 63 0 52 72 0 52 Yield/Force Off (s) 59 134.5 47 68 134.5 47 Yield/Force Off 170(s) 59 124.5 35 68 122.5 37 Local Start Time (s) 52 63 0 52 72 0 Local Yield (s) 59 134.5 47 68 134.5 47 Local Yield 170(s) 59 124.5 35 68 122.5 37 Intersection Summary Cycle Length 140 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Timberline & Willow Springs/Kechter 88 HCM 2010 Signalized Intersection Summary 2: Timberline & Zephyr Long Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 245 5 120 105 10 180 45 1075 65 120 740 75 Future Volume (veh/h) 245 5 120 105 10 180 45 1075 65 120 740 75 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 288 6 0 124 12 44 53 1265 0 141 871 70 Adj No. of Lanes 110110121121 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 411 286 0 297 22 79 465 1978 885 417 2057 920 Arrive On Green 0.17 0.15 0.00 0.08 0.06 0.06 0.08 1.00 0.00 0.12 1.00 1.00 Sat Flow, veh/h 1774 1863 0 1774 351 1285 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 288 6 0 124 0 56 53 1265 0 141 871 70 Grp Sat Flow(s),veh/h/ln 1774 1863 0 1774 0 1636 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 15.9 0.3 0.0 7.1 0.0 3.7 1.4 0.0 0.0 3.7 0.0 0.0 Cycle Q Clear(g_c), s 15.9 0.3 0.0 7.1 0.0 3.7 1.4 0.0 0.0 3.7 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.79 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 411 286 0 297 0 101 465 1978 885 417 2057 920 V/C Ratio(X) 0.70 0.02 0.00 0.42 0.00 0.56 0.11 0.64 0.00 0.34 0.42 0.08 Avail Cap(c_a), veh/h 442 440 0 297 0 208 510 1978 885 455 2057 920 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.90 0.90 0.90 Uniform Delay (d), s/veh 36.8 39.6 0.0 43.4 0.0 50.2 8.8 0.0 0.0 7.9 0.0 0.0 Incr Delay (d2), s/veh 4.5 0.0 0.0 0.9 0.0 4.8 0.1 1.6 0.0 0.4 0.6 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.3 0.2 0.0 3.5 0.0 1.8 0.7 0.4 0.0 1.7 0.2 0.0 LnGrp Delay(d),s/veh 41.3 39.6 0.0 44.3 0.0 54.9 8.9 1.6 0.0 8.4 0.6 0.1 LnGrp LOS D D D D A A A A A Approach Vol, veh/h 294 180 1318 1082 Approach Delay, s/veh 41.2 47.6 1.9 1.6 Approach LOS D D A A Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.2 67.9 13.0 20.9 10.7 65.5 23.1 10.8 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 6.0 51.0 8.0 25.0 8.0 49.0 20.0 13.0 Max Q Clear Time (g_c+I1), s 3.4 2.0 9.1 2.3 5.7 2.0 17.9 5.7 Green Ext Time (p_c), s 0.0 13.5 0.0 0.3 0.1 13.4 0.2 0.1 Intersection Summary HCM 2010 Ctrl Delay 8.7 HCM 2010 LOS A 89 Timing Report, Sorted By Phase 2: Timberline & Zephyr Long Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 4 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL 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 56 13 30 13 54 25 18 Maximum Split (%) 10.0% 50.9% 11.8% 27.3% 11.8% 49.1% 22.7% 16.4% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 43 54 0 13 43 56 0 25 End Time (s) 54 0 13 43 56 0 25 43 Yield/Force Off (s) 49 105 8 38 51 105 20 38 Yield/Force Off 170(s) 49 105 8 38 51 105 20 38 Local Start Time (s) 43 54 0 13 43 56 0 25 Local Yield (s) 49 105 8 38 51 105 20 38 Local Yield 170(s) 49 105 8 38 51 105 20 38 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 2: Timberline & Zephyr 90 HCM 2010 Signalized Intersection Summary 2: Timberline & Zephyr Long Total PM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 170 10 100 55 10 130 145 960 105 180 1330 150 Future Volume (veh/h) 170 10 100 55 10 130 145 960 105 180 1330 150 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 200 12 4 65 12 0 171 1129 0 212 1565 111 Adj No. of Lanes 110110121121 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 358 138 46 294 116 0 311 1819 814 440 1859 832 Arrive On Green 0.10 0.10 0.10 0.06 0.06 0.00 0.11 0.68 0.00 0.13 0.70 0.70 Sat Flow, veh/h 1774 1338 446 1774 1863 0 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 200 0 16 65 12 0 171 1129 0 212 1565 111 Grp Sat Flow(s),veh/h/ln 1774 0 1784 1774 1863 0 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 7.0 0.0 0.6 2.3 0.4 0.0 3.0 12.3 0.0 3.8 22.6 1.6 Cycle Q Clear(g_c), s 7.0 0.0 0.6 2.3 0.4 0.0 3.0 12.3 0.0 3.8 22.6 1.6 Prop In Lane 1.00 0.25 1.00 0.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 358 0 184 294 116 0 311 1819 814 440 1859 832 V/C Ratio(X) 0.56 0.00 0.09 0.22 0.10 0.00 0.55 0.62 0.00 0.48 0.84 0.13 Avail Cap(c_a), veh/h 358 0 280 367 293 0 340 1819 814 449 1859 832 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.53 0.53 0.53 Uniform Delay (d), s/veh 27.0 0.0 28.4 28.1 31.0 0.0 12.6 7.3 0.0 7.6 8.4 5.2 Incr Delay (d2), s/veh 1.9 0.0 0.2 0.4 0.4 0.0 1.6 1.6 0.0 0.4 2.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.3 1.2 0.2 0.0 1.8 6.2 0.0 1.8 11.3 0.7 LnGrp Delay(d),s/veh 28.9 0.0 28.6 28.4 31.4 0.0 14.1 8.9 0.0 8.1 11.0 5.4 LnGrp LOS C C C C B A A B A Approach Vol, veh/h 216 77 1300 1888 Approach Delay, s/veh 28.9 28.9 9.6 10.4 Approach LOS C C A B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.9 40.8 8.1 11.2 10.7 40.0 11.0 8.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 6.0 28.0 6.0 10.0 6.0 28.0 6.0 10.0 Max Q Clear Time (g_c+I1), s 5.0 24.6 4.3 2.6 5.8 14.3 9.0 2.4 Green Ext Time (p_c), s 0.0 2.9 0.0 0.0 0.0 10.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 11.7 HCM 2010 LOS B 91 Timing Report, Sorted By Phase 2: Timberline & Zephyr Long Total PM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 4 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL 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 33 11 15 11 33 11 15 Maximum Split (%) 15.7% 47.1% 15.7% 21.4% 15.7% 47.1% 15.7% 21.4% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 26 37 0 11 26 37 0 11 End Time (s) 37 0 11 26 37 0 11 26 Yield/Force Off (s) 32 65 6 21 32 65 6 21 Yield/Force Off 170(s) 32 65 6 21 32 65 6 21 Local Start Time (s) 26 37 0 11 26 37 0 11 Local Yield (s) 32 65 6 21 32 65 6 21 Local Yield 170(s) 32 65 6 21 32 65 6 21 Intersection Summary Cycle Length 70 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 2: Timberline & Zephyr 92 HCM 2010 TWSC 6: Timberline & Rosen Long Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 45 15 1185 940 25 Future Vol, veh/h 0 45 15 1185 940 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 53 18 1394 1106 29 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 553 1106 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 477 627 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 477 627 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 13.5 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 627 - 477 - - HCM Lane V/C Ratio 0.028 - 0.111 - - HCM Control Delay (s) 10.9 - 13.5 - - HCM Lane LOS B - B - - HCM 95th %tile Q(veh) 0.1 - 0.4 - - 93 HCM 2010 TWSC 6: Timberline & Rosen Long Total PM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 25 50 1210 1385 100 Future Vol, veh/h 0 25 50 1210 1385 100 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 29 59 1424 1629 118 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 815 1629 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.94 4.14 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.32 2.22 - - - Pot Cap-1 Maneuver 0 321 395 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 321 395 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 17.3 0.6 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 395 - 321 - - HCM Lane V/C Ratio 0.149 - 0.092 - - HCM Control Delay (s) 15.7 - 17.3 - - HCM Lane LOS C - C - - HCM 95th %tile Q(veh) 0.5 - 0.3 - - 94 HCM 2010 TWSC 3: Timberline & Fossil Creek Long Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 55 1 50 15 1 60 15 1085 10 20 950 15 Future Vol, veh/h 55 1 50 15 1 60 15 1085 10 20 950 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 50 - - 50 150 - - 150 - 150 Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 60 1 54 16 1 65 16 1179 11 22 1033 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1699 2299 516 1777 2293 595 1033 0 0 1190 0 0 Stage 1 1076 1076 - 1217 1217 - - - - - - - Stage 2 623 1223 - 560 1076 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 60 38 504 52 39 447 668 - - 582 - - Stage 1 234 294 - 192 252 - - - - - - - Stage 2 440 250 - 480 294 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 49 36 504 44 37 447 668 - - 582 - - Mov Cap-2 Maneuver 146 130 - 133 134 - - - - - - - Stage 1 228 283 - 187 246 - - - - - - - Stage 2 365 244 - 410 283 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 30.5 19 0.1 0.2 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 668 - - 146 504 133 447 582 - - HCM Lane V/C Ratio 0.024 - - 0.417 0.108 0.131 0.146 0.037 - - HCM Control Delay (s) 10.5 - - 46.2 13 36.1 14.4 11.4 - - HCM Lane LOS B - - EBEBB-- HCM 95th %tile Q(veh) 0.1 - - 1.8 0.4 0.4 0.5 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 95 HCM 2010 TWSC 3: Timberline & Fossil Creek Long Total PM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 1 25 10 1 35 40 1200 25 40 1295 75 Future Vol, veh/h 25 1 25 10 1 35 40 1200 25 40 1295 75 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 50 - - 50 150 - - 150 - 150 Veh in Median Storage, # - 1 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 27 1 27 11 1 38 43 1304 27 43 1408 82 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2235 2913 704 2196 2900 666 1408 0 0 1332 0 0 Stage 1 1495 1495 - 1405 1405 - - - - - - - Stage 2 740 1418 - 791 1495 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 23 15 379 25 16 402 481 - - 514 - - Stage 1 129 185 - 147 204 - - - - - - - Stage 2 375 201 - 349 185 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 18 13 379 20 13 402 481 - - 514 - - Mov Cap-2 Maneuver 81 76 - 88 75 - - - - - - - Stage 1 117 170 - 134 186 - - - - - - - Stage 2 307 183 - 295 170 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 44 24 0.4 0.4 HCM LOS E C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 481 - - 81 379 87 402 514 - - HCM Lane V/C Ratio 0.09 - - 0.349 0.072 0.137 0.095 0.085 - - HCM Control Delay (s) 13.2 - - 71.6 15.2 52.9 14.9 12.7 - - HCM Lane LOS B - - F C F B B - - HCM 95th %tile Q(veh) 0.3 - - 1.3 0.2 0.5 0.3 0.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 96 HCM 2010 Signalized Intersection Summary 4: Timberline & Trilby Long Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 340 120 125 110 165 75 85 695 75 50 670 295 Future Volume (veh/h) 340 120 125 110 165 75 85 695 75 50 670 295 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 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 1788 1863 1937 1824 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 400 141 28 129 194 70 100 818 33 59 788 162 Adj No. of Lanes 211110111111 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 438 611 499 276 236 85 247 975 828 232 952 792 Arrive On Green 0.13 0.33 0.33 0.17 0.17 0.17 0.05 0.52 0.52 0.04 0.51 0.51 Sat Flow, veh/h 3442 1863 1520 1211 1360 491 1774 1863 1583 1774 1863 1549 Grp Volume(v), veh/h 400 141 28 129 0 264 100 818 33 59 788 162 Grp Sat Flow(s),veh/h/ln 1721 1863 1520 1211 0 1851 1774 1863 1583 1774 1863 1549 Q Serve(g_s), s 12.6 6.1 1.4 10.8 0.0 15.1 2.9 41.1 1.1 1.7 39.4 6.3 Cycle Q Clear(g_c), s 12.6 6.1 1.4 10.8 0.0 15.1 2.9 41.1 1.1 1.7 39.4 6.3 Prop In Lane 1.00 1.00 1.00 0.27 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 438 611 499 276 0 321 247 975 828 232 952 792 V/C Ratio(X) 0.91 0.23 0.06 0.47 0.00 0.82 0.41 0.84 0.04 0.25 0.83 0.20 Avail Cap(c_a), veh/h 438 677 553 319 0 387 284 975 828 291 952 792 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 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.4 26.9 25.3 42.0 0.0 43.8 19.6 22.3 12.8 19.4 22.8 14.7 Incr Delay (d2), s/veh 23.4 0.2 0.0 1.2 0.0 11.3 1.1 8.6 0.1 0.6 8.2 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 7.4 3.1 0.6 3.7 0.0 8.7 1.5 23.2 0.5 0.9 22.3 2.8 LnGrp Delay(d),s/veh 70.8 27.0 25.3 43.3 0.0 55.1 20.7 30.9 12.9 20.0 31.0 15.3 LnGrp LOS E C C D E C C B B C B Approach Vol, veh/h 569 393 951 1009 Approach Delay, s/veh 57.7 51.2 29.2 27.8 Approach LOS E D C C Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 8.7 61.2 40.1 7.3 62.6 17.0 23.1 Change Period (Y+Rc), s 4.0 6.0 5.0 4.0 6.0 4.0 5.0 Max Green Setting (Gmax), s 7.0 49.0 39.0 7.0 49.0 13.0 22.0 Max Q Clear Time (g_c+I1), s 4.9 41.4 8.1 3.7 43.1 14.6 17.1 Green Ext Time (p_c), s 0.0 4.3 2.0 0.0 3.6 0.0 1.0 Intersection Summary HCM 2010 Ctrl Delay 37.2 HCM 2010 LOS D 97 Timing Report, Sorted By Phase 4: Timberline & Trilby Long Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 7 Phase Number 1245678 Movement NBL SBTL EBT SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None None Maximum Split (s) 11 55 44 11 55 17 27 Maximum Split (%) 10.0% 50.0% 40.0% 10.0% 50.0% 15.5% 24.5% Minimum Split (s) 11 25 24 11 25 11 27.5 Yellow Time (s) 3533543 All-Red Time (s) 1121102 Minimum Initial (s) 4774747 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 12 11 12 15 Dual Entry No Yes Yes No Yes Yes No Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 108 9 64 108 9 64 81 End Time (s) 9 64 108 9 64 81 108 Yield/Force Off (s) 5 58 103 5 58 77 103 Yield/Force Off 170(s) 5 46 92 5 46 77 88 Local Start Time (s) 50 61 6 50 61 6 23 Local Yield (s) 57 0 45 57 0 19 45 Local Yield 170(s) 57 98 34 57 98 19 30 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 58 (53%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 4: Timberline & Trilby 98 HCM 2010 Signalized Intersection Summary 4: Timberline & Trilby Long Total PM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 385 160 110 70 130 40 140 830 70 25 860 425 Future Volume (veh/h) 385 160 110 70 130 40 140 830 70 25 860 425 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 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 1788 1863 1937 1824 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 453 188 14 82 153 38 165 976 24 29 1012 336 Adj No. of Lanes 211110111111 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 516 416 339 272 185 46 383 1105 939 180 1043 868 Arrive On Green 0.15 0.22 0.22 0.04 0.12 0.12 0.06 0.59 0.59 0.05 1.00 1.00 Sat Flow, veh/h 3442 1863 1520 1774 1499 372 1774 1863 1583 1774 1863 1550 Grp Volume(v), veh/h 453 188 14 82 0 191 165 976 24 29 1012 336 Grp Sat Flow(s),veh/h/ln 1721 1863 1520 1774 0 1872 1774 1863 1583 1774 1863 1550 Q Serve(g_s), s 18.0 12.2 1.0 5.7 0.0 14.0 5.3 62.7 0.9 1.0 0.0 0.0 Cycle Q Clear(g_c), s 18.0 12.2 1.0 5.7 0.0 14.0 5.3 62.7 0.9 1.0 0.0 0.0 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 516 416 339 272 0 230 383 1105 939 180 1043 868 V/C Ratio(X) 0.88 0.45 0.04 0.30 0.00 0.83 0.43 0.88 0.03 0.16 0.97 0.39 Avail Cap(c_a), veh/h 516 439 358 272 0 254 417 1105 939 234 1043 868 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 58.2 47.0 42.6 51.0 0.0 59.9 10.4 24.3 11.8 24.2 0.0 0.0 Incr Delay (d2), s/veh 15.7 0.8 0.0 0.6 0.0 18.6 0.8 10.3 0.1 0.4 21.5 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.7 6.4 0.4 2.8 0.0 8.4 2.6 35.2 0.4 0.5 6.2 0.3 LnGrp Delay(d),s/veh 73.9 47.8 42.7 51.7 0.0 78.5 11.1 34.6 11.8 24.6 21.5 1.3 LnGrp LOS E D D D E B C B C C A Approach Vol, veh/h 655 273 1165 1377 Approach Delay, s/veh 65.8 70.5 30.8 16.7 Approach LOS E E C B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.4 83.4 10.0 35.2 6.7 88.1 24.0 21.2 Change Period (Y+Rc), s 4.0 6.0 5.0 5.0 4.0 6.0 4.0 5.0 Max Green Setting (Gmax), s 10.0 73.0 5.0 32.0 7.0 76.0 20.0 18.0 Max Q Clear Time (g_c+I1), s 7.3 2.0 7.7 14.2 3.0 64.7 20.0 16.0 Green Ext Time (p_c), s 0.1 16.7 0.0 1.2 0.0 7.6 0.0 0.3 Intersection Summary HCM 2010 Ctrl Delay 34.9 HCM 2010 LOS C 99 Timing Report, Sorted By Phase 4: Timberline & Trilby Long Total PM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 7 Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL 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) 14 79 10 37 11 82 24 23 Maximum Split (%) 10.0% 56.4% 7.1% 26.4% 7.9% 58.6% 17.1% 16.4% Minimum Split (s) 11 25 11 24 11 25 11 27.5 Yellow Time (s) 35333543 All-Red Time (s) 11221102 Minimum Initial (s) 47474747 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7 7 7 Flash Dont Walk (s) 12 11 12 Dual Entry No Yes No Yes No Yes Yes No Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 106 120 59 69 106 117 59 83 End Time (s) 120 59 69 106 117 59 83 106 Yield/Force Off (s) 116 53 64 101 113 53 79 101 Yield/Force Off 170(s) 116 41 64 90 113 41 79 101 Local Start Time (s) 53 67 6 16 53 64 6 30 Local Yield (s) 63 0 11 48 60 0 26 48 Local Yield 170(s) 63 128 11 37 60 128 26 48 Intersection Summary Cycle Length 140 Control Type Actuated-Coordinated Natural Cycle 140 Offset: 53 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 4: Timberline & Trilby 100 APPENDIX I 101 Kechter Timberline Fossil Creek Trilby Zephyr Willow Springs SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Thorell Park Subdivision TIS, September 2016 Page 3 102 Pedestrian LOS Worksheet Project Location Classification: School Walking area 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 Bacon Elementary School Institutional Minimum B B B C B 1 Actual C A B C B Proposed C A B C B Residential to the east, Crowne Residential Minimum B B B C B 2 Actual A A A C B Proposed A A A C B Residential to the east, Westchase Residential Minimum B B B C B 3 Actual B A B C B Proposed B A B C B Residential to the south Residential Minimum B B B C B 4 Actual A A A C B Proposed A A A C B Residential to the north Residential Minimum B B B C B 5 Actual A A A C B Proposed A A A C B Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 103 Kechter Timberline Fossil Creek Trilby Zephyr Willow Springs SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Thorell Park Subdivision TIS, September 2016 Page 3 104 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 Bacon Emementary 1 School Public School C B B 2 3 4 105 400 500 600 WB LT/T/RT AM 330 VPH AM 1810 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2367 VPH EB LT/T/RT PM 225 VPH 30 400 500 600 WB LT/T/RT AM 86 VPH AM 1653 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2267 VPH WB LT/T/RT PM 33 VPH 29 400 500 600 WB LT AM 34 VPH AM 1810 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2367 VPH WB LT PM 27 VPH 28 245/170 5/10 120/100 180/130 10/10 105/55 AM/PM Rounded to Nearest 5 Vehicles 32/42 146/91 26/29 5/10 120/100 180/130 10/10 105/55 AM/PM Rounded to Nearest 5 Vehicles 70/135 32/42 146/91 26/29