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CAPSTONE COTTAGES - PDP - PDP140004 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY
DELICH Capstone Cottages PDP TIS, March 2014 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 .............................................................................................................. 8 Transit Facilities .............................................................................................................. 8 III. PROPOSED DEVELOPMENT ............................................................................... 10 Trip Generation ............................................................................................................. 10 Trip Distribution ............................................................................................................. 10 Background Traffic Projections ..................................................................................... 13 Trip Assignment ............................................................................................................ 13 Signal Warrants ............................................................................................................. 13 Operation Analysis ........................................................................................................ 20 Vine/Lemay Adequate Public Facilities ......................................................................... 22 Geometry ...................................................................................................................... 28 Pedestrian Level of Service ........................................................................................... 28 Bicycle Level of Service ................................................................................................ 28 Transit Level of Service ................................................................................................. 31 IV. CONCLUSIONS .................................................................................................... 32 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 9 2. Trip Generation ....................................................................................................... 10 3. Short Range (2019) Background Peak Hour Operation .......................................... 21 4. Long Range (2035) Background Peak Hour Operation ........................................... 23 5. Short Range (2019) Total Peak Hour Operation ..................................................... 25 6. Long Range (2035) Total Peak Hour Operation ...................................................... 26 DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Geometry ..................................................................................................... 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Balanced/Adjusted Recent Peak Hour Traffic ........................................................... 7 5. Site Plan .................................................................................................................. 11 6. Trip Distribution ....................................................................................................... 12 7. Short Range (2019) Background Peak Hour Traffic ................................................ 14 8. Long Range (2035) Background Peak Hour Traffic ................................................. 15 9. Short Range (2019) Site Generated Peak Hour Traffic ........................................... 16 10. Long Range (2035) Site Generated Peak Hour Traffic ............................................ 17 11. Short Range (2019) Total Peak Hour Traffic ........................................................... 18 12. Long Range (2035) Total Peak Hour Traffic ............................................................ 19 14. Short Range (2019) Geometry ................................................................................ 29 15. Long Range (2035) Geometry ................................................................................. 30 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 Warrants E. Short Range (2019) Background Peak Hour Operation F. Long Range (2035) Background Peak Hour Operation G. Short Range (2019) Total Peak Hour Operation H. Long Range (2035) Total Peak Hour Operation I. Pedestrian/Bicycle Level of Service Worksheets DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 1 I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Capstone Cottages PDP development. The proposed Capstone Cottages PDP site is located in the northeast quadrant of the Lemay/Lincoln intersection in Fort Collins, Colorado. Capstone Cottages PDP is a student housing development. During the course of the analysis, numerous contacts were made with the owner (Capstone Collegiate Communities), the project engineer (Northern Engineering), the project planning consultant (Ripley Design), Fort Collins Traffic Engineering, and Fort Collins Transportation Planning. 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). Due to the trip generation, this is a full transportation impact study. 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 Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Capstone Cottages PDP development 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, industrial, and commercial. There are residential uses to the north and south of the site. There are industrial uses to the east and west of the site. There are commercial uses to the south of the site. The proposed Capstone Cottages PDP site is currently vacant. The center of Fort Collins lies to the southwest of the proposed Capstone Cottages PDP site. Streets The primary streets near the Capstone Cottages PDP site are Lemay Avenue, Lincoln Avenue, Buckingham Street, 12th Street, Duff Drive, Webster Avenue, Vine Drive, and future International Boulevard. Figure 2 shows a schematic of the existing geometry at the Lemay/Lincoln, Lemay/Buckingham, Lemay/Vine, Lincoln/Buffalo Run Access, and Lincoln/12th intersections. Lemay Avenue is to the west of (adjacent to) the proposed Capstone Cottages PDP site. It is a north-south street classified as a four-lane arterial according to the Fort Collins Master Street Plan. Currently, Lemay Avenue has a four-lane cross section, south of Lincoln and a two-lane cross section, north of Lincoln. At the Lemay/Lincoln intersection, Lemay Avenue has a northbound and a southbound left-turn lane, a through lane in each direction, and a northbound right-turn lane. At the Lemay/Buckingham intersection, Lemay Avenue has all movements combined into a single lane. At the Lemay/Vine intersection, Lemay Avenue has all movements combined into a single lane. The Lemay/Lincoln and Lemay/Vine intersections have signal control. The Lemay/Buckingham intersection has stop sign control on Buckingham. The posted speed limit in this area of Lemay Avenue is 35 mph, south of Lincoln Avenue, 30 mph from Lincoln to Vine Drive, and 35 mph, north of Vine Drive. Lincoln Avenue is to the south of (adjacent to) the proposed Capstone Cottages PDP site. It is an east-west street classified as a two-lane arterial according to the Fort Collins Master Street plan. Currently, Lincoln Avenue has a two-lane cross section. At the Lemay/Lincoln intersection, Lincoln Avenue has an eastbound and a westbound left- turn lane, a through lane in each direction, and an eastbound and a westbound right- turn lane. At the Lincoln/Buffalo Run Access intersection, Lincoln Avenue has a two- way left-turn lane and a through lane in each direction. At the Lincoln/12th intersection, Lincoln Avenue has all movements combined into a single lane. The Lincoln/Buffalo Run Access and Lincoln/12th intersections have stop sign control on Buffalo Run and 12th Street, respectively. The posted speed limit in this area of Lincoln Avenue is 35 mph. BURLINGTON NORTHERN RAILROAD SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Capstone Cottages PDP TIS, March 2014 Page 3 Vine Drive Timberline Road Mulberry Road Lemay Avenue Lincoln Avenue Buckingham Street 12th Street Webster Avenue Duff Drive EXISTING GEOMETRY Figure 2 DELICH ASSOCIATES Capstone Cottages PDP TIS, March 2014 Page 4 Vine Drive Buckingham Street Lincoln Avenue Lemay Avenue Buffalo Run 12th Street - Denotes Lane DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 5 Buckingham Street is to the north of the proposed Capstone Cottages PDP site. It is an east-west street classified as a two-lane collector according to the Fort Collins Master Street plan. Currently, Buckingham Street has a two-lane cross section. At the Lemay/Buckingham intersection, Buckingham Street has all movements combined into a single lane. The east and west legs of Buckingham Street are offset by approximately 18 feet at the Lemay/Buckingham intersection. West of Lemay Avenue, Buckingham Street is approximately 32 feet wide. East of Lemay Avenue, Buckingham Street is approximately 18 feet wide. The posted speed limit in this area on Buckingham Street is 30 mph, west of Lemay Avenue and 25 mph, east of Lemay Avenue. Vine Drive is to the north of the proposed Capstone Cottages PDP site. It is an east-west street classified a two-lane collector according to the Fort Collins Master Street plan. Currently, Vine Drive has a two-lane cross section. At the Lemay/Vine intersection, Vine Drive has an eastbound and a westbound left-turn lane and a through/right-turn lane in each direction. The posted speed limit in this area of Vine Drive is 35 mph, west of Lemay Avenue and 45 mph, east of Lemay Avenue. Twelfth Street is to the east of the proposed Capstone Cottages PDP site. It is a north-south street classified a local street according to the Fort Collins Master Street plan. Twelfth Street only has a south leg at the Lincoln/12th intersection. Currently, 12th Street has a two-lane cross section with a two-way left-turn lane. At the Lincoln/12th intersection, 12th Street has two-way left turn lane and a right-turn lane. The posted speed limit in this area of 12th Street is 30 mph. Duff Drive is to the east of the proposed Capstone Cottages PDP site. It is a southeast-northwest street classified a two-lane collector according to the Fort Collins Master Street plan. Currently, Duff Drive has a two-lane cross section. Duff Drive terminates near the future International/Duff intersection. The posted speed limit in this area of Duff Drive is 25 mph. Webster Avenue is to the east of the proposed Capstone Cottages PDP site. It is a southeast-northwest street classified a local street according to the Fort Collins Master Street plan. Currently, Webster Avenue has a two-lane cross section. Webster Avenue terminates at the Capstone Property line. The posted speed limit in this area of Webster Avenue is 25 mph. Existing Traffic Recent morning and afternoon peak hour traffic volumes are shown in Figure 3. The traffic counts at the Lemay/Lincoln, Lemay/Buckingham, Lemay/Vine, Lincoln/Buffalo Run Access, and Lincoln/12th intersections were obtained in February 2013. The traffic counts at the Lemay/Vine intersection were obtained in August 2012 by the City of Fort Collins. Raw traffic count data are 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 Capstone Cottages PDP TIS, March 2014 Page 6 Vine Drive AM/PM 28/67 337/745 17/57 36/27 590/574 42/64 16/43 80/152 47/71 90/142 112/109 49/47 222/434 44/91 309/263 27/53 11/64 54/100 79/171 83/37 30/81 108/231 68/196 56/90 143/163 91/172 323/643 57/74 461/612 133/104 38/22 337/829 54/12 19/7 690/544 0/0 2/4 5/7 22/48 0/0 0/2 4/5 209/478 4/10 320/285 7/28 16/18 5/1 Buckingham Street Lincoln Avenue Lemay Avenue Buffalo Run 12th BALANCED/ADJUSTED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Capstone Cottages PDP TIS, March 2014 Page 7 Vine Drive AM/PM 28/67 337/745 17/57 36/27 590/574 42/64 16/43 80/152 47/71 90/142 112/109 49/47 212/431 44/91 304/254 27/51 10/64 54/100 79/171 83/37 30/81 109/229 69/194 57/89 143/159 91/172 323/643 57/72 461/592 133/101 38/22 337/829 54/12 19/7 690/564 0/0 2/4 5/7 22/48 0/0 0/2 4/5 218/485 4/10 326/304 7/28 16/18 5/1 Buckingham Street Lincoln Avenue Lemay Avenue Buffalo Run DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 8 Existing Operation The Lemay/Lincoln, Lemay/Buckingham, Lemay/Vine, Lincoln/Buffalo Run Access, and Lincoln/12th intersections were evaluated using techniques provided in the 2010 Highway Capacity Manual and 2000 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 operating acceptably with existing control and geometry in the morning and afternoon peak hours. At the Lemay/Buckingham intersection, the calculated delay for the morning and afternoon peak hour westbound approach was commensurate with level of service E and F, respectively. At the Lemay/Vine intersection, the calculated delay for the afternoon peak hour eastbound left-turn lane was commensurate with level of service E. A description of level of service for signalized and unsignalized intersections from the 2010 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. This site is in an area termed “commercial corridors” on the Fort Collins Structure Plan. In areas termed “commercial corridors,” acceptable overall operation at signalized intersections during the peak hours is defined as level of service D or better. At signalized intersections, acceptable operation of any leg and any movement is level of service E. At unsignalized intersections, there is no minimum acceptable level of service for any approach leg. In such areas, it is expected that there would be substantial delays to the minor street movements during the peak hours. This is considered to be normal and acceptable in urban areas. Pedestrian Facilities There are sidewalks along the south side of Lincoln Avenue along the Buffalo Run development. There are sidewalks along the west side of Lemay Avenue, north of Lincoln Avenue. There are sidewalks along the east side of Lemay Avenue, south of Lincoln Avenue. It is expected that as properties in this area are developed or redeveloped, sidewalks will be installed as part of the street/property infrastructure. Bicycle Facilities Bicycle lanes exist along Lincoln Avenue, Lemay Avenue, Buckingham Street, and Vine Drive within the study area. Transit Facilities Currently, this area of Fort Collins is served by Transfort routes 5 and 14. DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 9 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Lemay/Lincoln (signal) EB LT D D EB T D D EB RT D D EB APPROACH D D WB LT C D WB T D D WB RT A D WB APPROACH D D NB LT A A NB T B B NB RT A B NB APPROACH B B SB LT A B SB T/RT B A SB APPROACH B A OVERALL B C Lemay/Buckingham (stop sign) EB LT/T/RT C C WB LT/T/RT E F NB LT/T/RT A A SB LT/T/RT A A Lemay/Vine (signal) EB LT D E EB T/RT D D EB APPROACH D D WB LT D D WB T/RT D D WB APPROACH D D SB LT/T/RT A A NB LT/T/RT A A OVERALL B B Lincoln/Buffalo Run (stop sign) WB LT/T A A NB LT/RT B C Lemay/12th (stop sign) WB LT/T A A NB LT/RT B C DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 10 III. PROPOSED DEVELOPMENT The Capstone Cottages PDP is a student housing development with 841 beds (197 units). Figure 5 shows a site plan of the Capstone Cottages PDP development. The short range analysis (Year 2019) includes the full development of the site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. This development will build International Boulevard along the Capstone Cottages PDP property. A portion of Duff Drive will also be built. The long range future analysis year is considered to be 2035 and reflects the future realigned Lemay Avenue. In the short range (2019) future, the site plan shows that Capstone Cottages PDP will have a full movement access to Lemay Avenue, International Boulevard, and Duff Drive. Capstone Cottages PDP will have a right-in/right-out access to Lincoln Avenue. In the long range (2035) future, it is expected that the access to Lemay Avenue would become right-in/right-out. 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 is customarily used to estimate the trips that would be generated by the proposed/expected uses at a site. However, the City of Fort Collins has performed a trip generation study for apartments in Fort Collins. Therefore, the trip generation rates calculated by the City will be used. Each unit will have 4 or 5 bedrooms. Therefore, a person/bed was used as the trip generation variable. 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 Capstone Cottages PDP development resulted in 2228 daily trip ends; 160 morning peak hour trip ends; and 353 afternoon peak hour trip ends. TABLE 2 Capstone Cottages PDP Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 220 Apartment 841 beds 2.65 2228 0.04 34 0.15 126 0.27 227 0.15 126 Trip Distribution Trip distribution for the Capstone Cottages PDP 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 (2019) and long range (2035) analysis futures. The trip distribution was agreed to by City of Fort Collins staff in the scoping meeting. SITE PLAN Figure 5 DELICH ASSOCIATES Capstone Cottages PDP TIS, March 2014 Page 11 BURLINGTON NORTHERN RAILROAD SCALE: 1"=2000' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Capstone Cottages PDP TIS, March 2014 Page 12 Vine Drive Timberline Road Mulberry Road Lemay Avenue Lincoln Avenue Buckingham Street 12th Street Webster Avenue Duff Drive 5% 5% 5% 40% 45% DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 13 Background Traffic Projections Figure 7 shows the short range (2019) background peak hour traffic projections. These forecasts assume that the current street network exists in this area. Background traffic projections for the short range were obtained by reviewing the North Front Range Regional Transportation Plan, engineering judgment, and various traffic studies prepared for this area of Fort Collins. Based upon these sources, it was determined that the traffic volumes would increase by approximately 1.5 percent per year. The Waterfield and Woodward Governor developments were added to the background traffic. The Lemay/Vine intersection traffic was increased due to approved projects in the area that are yet to be built or built out. This data was provided by Fort Collins City staff. While the north leg of the Lincoln/International intersection will be built with this development, the connection to Duff Drive and Webster Avenue will enable some traffic to/from the industrial park to have an alternative route to Lincoln Avenue. This is reflected in Figure 7. Figure 8 shows the long range (2035) background peak hour traffic projections. This reflects completion of the Lemay Avenue overpass and completion of International Boulevard, as shown in the Fort Collins Master Street Plan. 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. It is not likely that residents of the Capstone Cottages PDP development would go east on either Duff Drive or Webster Avenue to go to their primary peak hour destination (Colorado State University). This would require out of direction travel which would result in longer travel time. While there may be limited attractions (Miramont Gym, for example) within the industrial park that may be used by the Capstone residents, it is not likely that these trips would occur in the peak hours. Only a small percentage (5% or less) of the residents of the Capstone Cottages PDP development will go north on Lemay Avenue. There are limited attractions (King Soopers, for example) north of Vine Drive that may be used by the Capstone residents, it is not likely that these trips would occur in the peak hours. These trips will have minimal impact on the intersections between Buckingham Drive and Vine Drive and will be not discernable from day to day changes in traffic. Figures 9 and 10 show the respective short range (2019) and long range (2035) site generated peak hour traffic assignment. Figures 11 and 12 show the respective short range (2019) 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. For the streets in the vicinity of the Capstone Cottages PDP development, four hour and/or eight hour signal SHORT RANGE (2019) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Capstone Cottages PDP TIS, March 2014 Page 14 Vine Drive AM/PM 36/97 360/817 48/154 44/36 651/621 52/98 23/55 117/258 72/90 121/162 205/175 135/106 285/507 47/98 333/372 29/57 12/69 58/108 5/18 21/8 17/7 4/15 191/270 110/75 37/123 125/272 106/234 73/100 172/233 136/230 354/749 62/82 602/680 154/145 41/24 394/1034 54/12 22/9 836/827 0/0 3/5 5/7 24/52 0/0 0/2 4/5 Buckingham Street Lincoln Avenue Lemay Avenue Buffalo Run 12th Street LONG RANGE (2035) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Capstone Cottages PDP TIS, March 2014 Page 15 AM/PM 300/445 65/135 235/300 40/75 15/95 80/145 175/260 250/105 40/165 145/225 100/250 100/195 200/230 150/250 615/1040 185/110 1115/875 125/145 5/5 425/275 20/10 20/50 250/285 15/5 80/90 20/10 5/5 10/20 10/20 5/20 Lincoln Avenue Lemay Avenue Buffalo Run 12th Street 15/20 5/5 5/5 165/210 5/5 85/105 315/190 185/265 10/30 145/90 165/440 5/10 115/90 395/885 30/150 30/15 890/665 25/25 SHORT RANGE (2019) SITE GENERATED PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Capstone Cottages PDP TIS, March 2014 Page 16 Vine Drive AM/PM 8/56 4/24 0/0 10/10 0/0 22/22 6/6 2/11 2/11 7/7 6/6 2/11 11/11 7/45 39/39 2/2 44/44 6/46 8/59 7/43 13/13 6/6 2/11 Buckingham Street Lincoln Avenue Lemay Avenue Buffalo Run 12th Street 32/32 13/13 13/90 2/13 2/9 53/53 2/9 32/32 32/32 0/0 12/80 3/23 0/0 13/13 0/1 2/10 2/2 15/104 4/4 24/24 0/1 Site Access Site Access LONG RANGE (2035) SITE GENERATED PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Capstone Cottages PDP TIS, March 2014 Page 17 AM/PM 8/56 4/24 0/0 10/10 0/0 22/22 6/6 2/11 7/7 6/6 2/11 11/11 7/45 39/39 44/44 6/46 8/59 7/43 13/13 International Boulevard 12th Street 32/32 13/13 13/90 2/13 2/9 51/51 2/9 32/32 32/32 0/0 12/80 3/23 0/0 13/13 5/23 12/83 4/4 0/1 New Vine Drive Lincoln Avenue Lemay Avenue Buffalo Run 12th Street Webster Avenue Duff Drive Site Access Site Access Site Access Site Access 10/10 SHORT RANGE (2019) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Capstone Cottages PDP TIS, March 2014 Page 18 Vine Drive AM/PM 36/97 366/823 48/154 44/36 653/632 52/98 23/55 117/258 72/90 121/162 205/175 135/106 287/518 47/98 340/379 35/63 14/80 58/108 191/270 121/86 44/168 164/311 108/236 117/144 178/279 136/230 362/808 69/125 615/693 154/146 41/24 400/1040 54/12 22/9 838/838 0/0 3/5 5/7 24/52 0/0 0/2 4/5 Buckingham Street Lincoln Avenue Lemay Avenue Buffalo Run 12th Street 16/18 0/0 5/1 LONG RANGE (2035) TOTAL PEAK HOUR TRAFFIC Figure 12 DELICH ASSOCIATES Capstone Cottages PDP TIS, March 2014 Page 19 AM/PM 305/455 65/135 245/310 45/80 20/105 80/145 175/260 260/115 45/210 185/265 100/250 145/240 205/275 150/250 625/1100 190/155 1130/890 125/145 Lincoln Avenue Lemay Avenue Buffalo Run 12th Street 15/20 5/5 5/5 195/240 5/5 100/120 330/280 185/265 10/30 150/105 170/450 5/10 115/90 400/890 30/150 30/15 895/675 25/25 10/30 245/375 50/70 30/30 270/270 160/75 Vine Drive Buckingham Street International Boulevard 12th DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 20 warrants are applicable. These warrants require much data and are applied when the traffic is actually on the area street 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 get an idea 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. Using the short range (2019) total peak hour traffic (Figure 11), none of the key unsignalized intersections will met the lower threshold volume for the minor street approach (100 vehicles). Using the long range (2035) total peak hour traffic (Figure 11), the peak hour signal warrant will not be met at the Lemay/Buckingham-Duff intersection. The peak hour signal warrant will be met at the Lincoln/International-Buffalo Run Site Access intersection in the long range (2035) future. Therefore, the Lincoln/International-Buffalo Run Site Access intersection was analyzed with stop sign and signal control in the long range (2035) future. The peak hour signal warrant analyses are provided in Appendix D. Operation Analysis In the short range (2019), capacity analyses were performed at the Lemay/Lincoln, Lemay/Site Access, Lemay/Buckingham, Lemay/Vine, Lincoln/Site Access, Lincoln/International-Buffalo Run Access, and Lincoln/12th intersections. The International/Webster, International/Site Access and International/Duff intersections will operate acceptably based on the low volumes. In the long range (2035), capacity analyses were performed at the Lemay/Lincoln, Lemay/Site Access, Lemay/Buckingham- Duff, Lemay/New Vine, Lincoln/Site Access, Lincoln/International-Buffalo Run Access, Lincoln/12th, International/Webster, International/Site Access, International/Duff, and Duff/Site Access intersections. The operations analyses were conducted for the short range and long range futures, reflecting year 2019 and 2035 conditions, respectively. Using the traffic volumes shown in Figure 7, the Lemay/Lincoln, Lemay/Buckingham, Lemay/Vine, Lincoln/International-Buffalo Run Access, and Lincoln/12th intersections operate in the short range (2019) background traffic future as indicated in Table 3. Calculation forms for these analyses are provided in Appendix E. The key intersections will operate acceptably, except for the Lemay/Vine intersection in the morning and afternoon peak hour. At the Lemay/Vine intersection, the calculated delay for the morning westbound approach and afternoon peak hour eastbound approach will be commensurate with level of service E; and for the afternoon peak hour westbound approach will be commensurate with level of service F. At the Lemay/Buckingham intersection, the calculated delay for the morning and afternoon peak hour westbound approach was commensurate with level of service F. This is considered to be normal during the peak hours at stop sign controlled intersections along arterial streets. DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 21 TABLE 3 Short Range (2019) Background Peak Hour Operation Intersection Movement Level of Service AM PM Lemay/Lincoln (signal) EB LT D D EB T D D EB RT A D EB APPROACH D D WB LT D D WB T D E WB RT D D WB APPROACH D D NB LT B B NB T B C NB RT A B NB APPROACH B C SB LT A B SB T/RT B A SB APPROACH B B OVERALL C C Lemay/Buckingham (stop sign) EB LT/T/RT D E WB LT/T/RT F F NB LT/T/RT B A SB LT/T/RT A A Lemay/New Vine (signal) EB LT D F EB T/RT D E EB APPROACH D E WB LT F F WB T/RT E E WB APPROACH E F SB LT/T/RT A C NB LT/T/RT B B OVERALL C D Lincoln/International-Buffalo Run (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT C D SB LT/T/RT B C Lemay/12th (stop sign) WB LT/T A A NB LT/RT B D DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 22 Using the traffic volumes shown in Figure 8, the Lemay/Lincoln, Lemay/Buckingham-Duff, Lemay/New Vine, Lincoln/International-Buffalo Run Access, Lincoln/12th, International/Webster, and International/Duff intersections operate in the long range (2035) background traffic future as indicated in Table 4. Calculation forms for these analyses are provided in Appendix F. The key intersections will operate acceptably. Using the traffic volumes shown in Figure 11, the Lemay/Lincoln, Lemay/Site Access, Lemay/Buckingham, Lemay/Vine, Lincoln/Site Access, Lincoln/International- Buffalo Run Access, Lincoln/12th intersections operate in the short range (2019) total traffic future as indicated in Table 5. Calculation forms for these analyses are provided in Appendix G. The key intersections will operate acceptably with the existing control, except for the Lemay/Vine intersection in the morning and afternoon peak hour. At the Lemay/Vine intersection, the calculated delay for the morning westbound approach and afternoon peak hour eastbound approach will be commensurate with level of service E; and for the afternoon peak hour westbound approach will be commensurate with level of service F. A variance request will be submitted with the Capstone Cottages PDP Transportation Impact Study. At the Lemay/Buckingham intersection, the calculated delay for the morning and afternoon peak hour westbound approach was commensurate with level of service F. At the Lemay/Site Access intersection, the calculated delay for the morning and afternoon peak hour westbound approach will be commensurate with level of service E and F, respectively. This is considered to be normal during the peak hours at stop sign controlled intersections along arterial streets. Using the traffic volumes shown in Figure 12, the Lemay/Lincoln, Lemay/Site Access, Lemay/Buckingham-Duff, Lemay/New Vine, Lincoln/Site Access, Lincoln/International-Buffalo Run Access, Lincoln/12th, International/Webster, International/Site Access, International/Duff, and Duff/Site Access intersections operate in the long range (2035) total traffic future as indicated in Table 6. Calculation forms for these analyses are provided in Appendix H. The key intersections will operate acceptably. Vine/Lemay Adequate Public Facilities Proposed developments in Northeast Fort Collins are required to address the operation at the Vine/Lemay intersection. This intersection has operational and geometric constraints that may create an adequate public facilities (APF) issue. Succinctly, if this intersection does not meet the overall level of service (LOS) criteria, then a development may add traffic such that the overall intersection delay is not increased by more than 2 percent over the base condition. The intersection falls under the operational criteria of “commercial corridor.” In this area, acceptable operation at signalized intersections during the peak hours is defined as level of service D or better for the overall intersection. City of Fort Collins Traffic Operations staff has developed the base condition. The base condition is described as the current traffic (2012) plus traffic from those development projects that have a commitment at this intersection. Figure 7 shows the base condition peak hour traffic. Table 3 shows the operation at the Vine/Lemay DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 23 TABLE 4 Long Range (2035) Background Peak Hour Operation Intersection Movement Level of Service AM PM Lemay/Lincoln (signal) EB LT D C EB T D D EB RT A D EB APPROACH D D WB LT D C WB T D D WB RT A D WB APPROACH D D NB LT A B NB T B C NB RT B B NB APPROACH B B SB LT A B SB T A A SB T A A SB APPROACH A A OVERALL B C Lemay/Buckingham-Duff (stop sign) EB LT/T/RT F F WB LT/T/RT F F NB LT B B SB LT A B Lemay/New Vine (signal) EB LT C C EB T D D EB RT D C EB APPROACH D D WB LT C C WB T C C WB RT C C WB APPROACH C C NB LT B B NB T C A NB RT C A NB APPROACH C A SB LT B B SB T C C SB RT B B SB APPROACH B B OVERALL C B Continued on next page DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 24 Continued from previous page TABLE 4 Long Range (2035) Background Peak Hour Operation Intersection Movement Level of Service AM PM Lincoln/International-Buffalo Run (signal) EB LT B C EB T/RT B A EB APPROACH B B WB LT B B WB T/RT A C WB APPROACH A C SB LT/T/RT C B NB LT/T/RT B B OVERALL B C Lincoln/International-Buffalo Run (stop sign) EB LT A A WB LT A A NB LT/T/RT E F SB LT/T/RT F F Lemay/12th (stop sign) WB LT/T A A NB LT/RT B F International/Webster (stop sign) WB LT//RT B B SB LT A A International/Duff (stop sign) EB LT C C EB T/RT B B EB APPROACH C C WB LT C B WB T/RT B B WB APPROACH B B NB LT A A SB LT A A DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 25 TABLE 5 Short Range (2019) Total Peak Hour Operation Intersection Movement Level of Service AM PM Lemay/Lincoln (signal) EB LT D E EB T E D EB RT A D EB APPROACH D E WB LT D D WB T D E WB RT D D WB APPROACH D D NB LT B B NB T B D NB RT B B NB APPROACH B C SB LT A C SB T/RT B B SB APPROACH B B OVERALL C C Lemay/Buckingham (stop sign) EB LT/T/RT D E WB LT/T/RT F F NB LT/T/RT B A SB LT/T/RT A A Lemay/Vine (signal) EB LT D F EB T/RT D E EB APPROACH D E WB LT F F WB T/RT E E WB APPROACH E F SB LT/T/RT A C NB LT/T/RT B B OVERALL C D Lincoln/International-Buffalo Run (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT C F SB LT/T/RT B D Lincoln/12th (stop sign) WB LT/T A A NB LT/RT B D Lemay/Site Access (stop sign) WB LT/T E F SB LT/RT A B Lincoln/Site Access (stop sign) WB LT/T A A NB LT/RT B B DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 26 TABLE 6 Long Range (2035) Total Peak Hour Operation Intersection Movement Level of Service AM PM Lemay/Lincoln (signal) EB LT D D EB T D D EB RT A D EB APPROACH D D WB LT D D WB T D D WB RT A D WB APPROACH D D NB LT A B NB T B C NB RT B B NB APPROACH B C SB LT A B SB T A A SB T A A SB APPROACH A A OVERALL B C Lemay/Buckingham-Duff (stop sign) EB LT/T/RT C C WB LT/T/RT E F NB LT A A SB LT A A Lemay/New Vine (signal) EB LT D C EB T D D EB RT D C EB APPROACH D D WB LT C C WB T D C WB RT C C WB APPROACH D C NB LT B B NB T B C NB RT B B NB APPROACH B C SB LT B B SB T B C SB RT B B SB APPROACH B C OVERALL C C Continued on next page DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 27 Continued from previous page TABLE 6 Long Range (2035) Total Peak Hour Operation Intersection Movement Level of Service AM PM Lincoln/International-Buffalo Run (signal) EB LT B B EB T/RT B B EB APPROACH B B WB LT B B WB T/RT B B WB APPROACH B B SB LT/T/RT C C NB LT/T/RT C C OVERALL B B Lincoln/International-Buffalo Run (stop sign) EB LT A A WB LT A A NB LT/T/RT D E SB LT/T/RT C D Lincoln/International-Buffalo Run (roundabout) EB LT/T/RT B B WB LT/T/RT B B NB LT/T/RT B B SB LT/T/RT C C Lemay/12th (stop sign) WB LT/T A A NB LT/RT C E International/Webster (stop sign) WB LT//RT B B SB LT A A International/Duff (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT A A SB LT A A Lemay/Site Access (stop sign) WB RT B B Lincoln/Site Access (stop sign) SB RT B B International/Site Access (stop sign) EB LT/RT B B NB LT A A Duff/Site Access (stop sign) WB LT/T A A NB LT/RT A A DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 28 intersection with the base condition traffic and using the 2000 Highway Capacity Manual techniques. In the morning and afternoon peak hours, this intersection meets the overall level of service criteria. Therefore, under the base condition, there is not an APF issue at this intersection. Figure 11 shows the base condition plus the site traffic at the Vine/Lemay intersection. Table 5 shows the base condition plus site traffic operation at the Vine/Lemay intersection. In the morning and afternoon peak hours, this intersection continues to meet the overall level of service criteria. Therefore, there is not an APF issue at this intersection. Geometry Figure 13 shows a schematic of the short range (2019) geometry. This is existing geometry at the existing key intersections. At the Lemay/Site Access intersection, the approach volumes on Lemay Avenue meet the right-turn lane criteria in LCUASS, Figure 8-4. Even though Lemay Avenue is an arterial street, the northbound right-turn lane at this intersection is not recommended in the short range future. The current alignment of Lemay Avenue is a temporary condition. Figure 14 shows a schematic of the long range (2035) geometry. Pedestrian Level of Service Appendix I shows a map of the area that is within 1320 feet of the Capstone Cottages PDP development. There are four pedestrian destinations within 1320 feet of the Capstone Cottages PDP development. These are: 1) the commercial area to the west of this site; 2) the residential (Buffalo Run) and commercial (Walmart) areas to the south of this site; 3) the residential (Anderson Place) area to the north of this site; and 4) the industrial area to the east of this site. The Capstone Cottages PDP site is located within an area termed as “transit corridor,” which sets the level of service threshold at LOS B for directness and security and LOS C for all other measured categories. Pedestrian level of service is not achieved for pedestrian destination two with regard to continuity. The Pedestrian LOS Worksheet is provided in Appendix I. Timberline Road does not have a sidewalk. The practical limits of pedestrian improvements would be on the Capstone Cottages PDP site itself. Bicycle Level of Service Appendix I shows a map of the area that is within 1320 feet of the Capstone Cottages PDP development. There is one bicycle destination within 1320 feet of the Capstone Cottages PDP development, the commercial to the south. The Bicycle LOS Worksheet is provided in Appendix I. The minimum level of service for this site is C. This site is connected to bike lanes on Lemay Avenue and Lincoln Avenue. Therefore, it is concluded that level of service A can be achieved. SHORT RANGE (2019) GEOMETRY Figure 13 DELICH ASSOCIATES Capstone Cottages PDP TIS, March 2014 Page 29 Vine Drive Buckingham Street Lincoln Avenue Lemay Avenue Buffalo Run 12th Street - Denotes Lane Webster Avenue Duff Drive Site Access Site Access International Boulevard LONG RANGE (2035) GEOMETRY Figure 14 DELICH ASSOCIATES Capstone Cottages PDP TIS, March 2014 Page 30 Vine Drive Buckingham Street Lincoln Avenue Lemay Avenue Buffalo Run 12th Street - Denotes Lane Webster Avenue Duff Drive Site Access Site Access DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 31 Transit Level of Service This area of Fort Collins is served by Transfort Routes 5 and 14. DELICH Capstone Cottages PDP TIS, March 2014 ASSOCIATES Page 32 IV. CONCLUSIONS This study assessed the impacts of the Capstone Cottages PDP on the street system in the vicinity of the proposed development in the short range (2019) and long range (2035) futures. As a result of this analysis, the following is concluded: - The development of the Capstone Cottages PDP is feasible from a traffic engineering standpoint. The Capstone Cottages PDP development will generate approximately 2228 daily trip ends, 160 morning peak hour trip ends, and 353 afternoon peak hour trip ends. - Current operation at the Lemay/Lincoln, Lemay/Buckingham, Lemay/Vine, Lincoln/Buffalo Run, and Lincoln/12th intersections is acceptable. - Using the short range (2019) total peak hour traffic forecasts, the peak hour signal warrant will not likely be met in the morning and afternoon peak hours at any of the key unsignalized intersections. Using the long range (2035) total peak hour traffic forecasts, the peak hour signal warrant will likely be met in the afternoon peak hours at the Lincoln/International and the Lemay/Buckingham-Duff intersections. Based on the peak hour signal warrant, it is likely that other volume based signal warrants would be met at the Lincoln/International intersection. - In the short range (2019) future, given development of the Capstone Cottages PDP and an increase in background traffic, the Lincoln/Lemay, Lemay/Site Access, Lemay/Buckingham, Lemay/Vine, Lincoln/Site Access, Lincoln/International-Buffalo Run Access, Lincoln/12th, International/Webster, International/Site Access, and International/Duff intersections will operate acceptably, except for at the Lemay/Vine intersection. At the Lemay/Vine intersection, the calculated delay for the morning and afternoon peak hour westbound approach will experience delays that are commensurate with level of service F. A variance request will be submitted with the Capstone Cottages PDP Transportation Impact Study. - In the long range (2035) future, given development of the Capstone Cottages PDP and an increase in background traffic, the Lincoln/Lemay, Lemay/Site Access, Lemay/Buckingham, Lemay/Vine, Lincoln/Site Access, Lincoln/International-Buffalo Run Access, Lincoln/12th, International/Webster, International/Site Access, and International/Duff intersections will operate acceptably. - The short range (2019) geometry is shown in Figure 13. The long range (2035) geometry is shown in Figure 14. - 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. Pedestrian level of service B is not achieved for all pedestrian destinations with regard to continuity. The practical limits of pedestrian improvements would be on the Capstone Cottages PDP site itself APPENDIX A 1 2 BURLINGTON NORTHERN RAILROAD SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Waterfield TIS, December 2013 Page 3 Vine Drive Timberline Road Mulberry Road Lemay Avenue 40% 45% 5% 5% 5% 3 4 TABLE 1 Capstone Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 220 Apartment 841 beds 2.65 2228 0.04 34 0.15 126 0.27 227 0.15 126 5 APPENDIX B 6 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/27/2014 Observer: Andy Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Lincoln/12th S = straight L = left turn Time Northbound: 12th Southbound: Total Eastbound: Lincoln Westbound: Lincoln Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 112 13 0 13 52 3 55 14 45 59 114 127 7:45 314 17 0 17 96 3 99 652 58 157 174 8:00 219 21 0 21 101 11 112 858 66 178 199 8:15 59 14 0 14 60 10 70 16 67 83 153 167 7:30-8:30 11 0 54 65 0 0 0 0 65 0 309 27 336 44 222 0 266 602 667 PHF 0.55 n/a 0.71 0.77 n/a n/a n/a n/a n/a 0.76 0.61 0.75 0.69 0.83 n/a 0.8 0.84 4:30 18 27 45 0 45 64 13 77 18 101 119 196 241 4:45 15 21 36 0 36 74 14 88 20 110 130 218 254 5:00 16 24 40 0 40 60 13 73 27 116 143 216 256 5:15 15 28 43 0 43 65 13 78 26 107 133 211 254 4:30-5:30 64 0 100 164 0 0 0 0 164 0 263 53 316 91 434 0 525 841 1005 PHF 0.89 n/a 0.89 0.91 n/a n/a n/a n/a n/a 0.89 0.95 0.9 0.84 0.94 n/a 0.92 0.98 7 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/20/2014 Observer: Andy Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Lemay/Buckingham S = straight L = left turn Time Northbound: Lemay Southbound: Lemay Total Eastbound: Buckingham Westbound: Buckingham 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 10 88 12 110 0 159 4 163 273 006 6 000 0 6 279 7:45 11 113 14 138 0 237 6 243 381 125 8 200 2 10 391 8:00 13 70 19 102 0 149 7 156 258 014 5 100 1 6 264 8:15 4669 79 0 145 2 147 226 127 10 100 1 11 237 7:30-8:30 38 337 54 429 0 690 19 709 1138 2522 29 400 4 33 1171 PHF 0.73 0.75 0.71 0.78 n/a 0.73 0.68 0.73 0.5 0.63 0.79 0.73 0.5 n/a n/a 0.5 0.75 4:30 7 190 3 200 0 135 4 139 339 0411 15 310 4 19 358 4:45 7 212 3 222 0 145 2 147 369 236 11 100 1 12 381 5:00 3 224 5 232 0 131 0 131 363 0019 19 110 2 21 384 5:15 5 203 1 209 0 133 1 134 343 2012 14 000 0 14 357 4:30-5:30 22 829 12 863 0 544 7 551 1414 4748 59 520 7 66 1480 PHF 0.79 0.93 0.6 0.93 n/a 0.94 0.44 0.94 0.5 0.44 0.63 0.78 0.42 0.5 n/a 0.44 0.96 8 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/20/2014 Observer: Andy Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Lemay/Buckingham S = straight L = left turn Time Northbound: Lemay Southbound: Lemay Total Eastbound: Buckingham Westbound: Buckingham 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 10 88 12 110 0 159 4 163 273 006 6 000 0 6 279 7:45 11 113 14 138 0 237 6 243 381 125 8 200 2 10 391 8:00 13 70 19 102 0 149 7 156 258 014 5 100 1 6 264 8:15 4669 79 0 145 2 147 226 127 10 100 1 11 237 7:30-8:30 38 337 54 429 0 690 19 709 1138 2522 29 400 4 33 1171 PHF 0.73 0.75 0.71 0.78 n/a 0.73 0.68 0.73 0.5 0.63 0.79 0.73 0.5 n/a n/a 0.5 0.75 4:30 7 190 3 200 0 135 4 139 339 0411 15 310 4 19 358 4:45 7 212 3 222 0 145 2 147 369 236 11 100 1 12 381 5:00 3 224 5 232 0 131 0 131 363 0019 19 110 2 21 384 5:15 5 203 1 209 0 133 1 134 343 2012 14 000 0 14 357 4:30-5:30 22 829 12 863 0 544 7 551 1414 4748 59 520 7 66 1480 PHF 0.79 0.93 0.6 0.93 n/a 0.94 0.44 0.94 0.5 0.44 0.63 0.78 0.42 0.5 n/a 0.44 0.96 9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/19/2014 Observer: Andy Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Lincoln/Buffalo Run Access S = straight L = left turn Time Northbound: Buffalo Run Southbound: Total Eastbound: Lincoln Westbound: Lincoln 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 1010 1 71 3 74 038 38 112 113 7:45 5270 7 108 0 108 260 62 170 177 8:00 5270 7 89 1 90 257 59 149 156 8:15 5160 6 52 3 55 054 54 109 115 7:30-8:30 16 0 5 21 0 0 0 0 21 0 320 7 327 4 209 0 213 540 561 PHF 0.8 n/a 0.63 0.75 n/a n/a n/a n/a n/a 0.74 0.58 0.76 0.5 0.87 n/a 0.86 0.79 4:30 4040 4 71 6 77 2 107 109 186 190 4:45 3030 3 67 4 71 390 93 164 167 5:00 4150 5 73 5 78 1 152 153 231 236 5:15 7070 7 74 13 87 4 129 133 220 227 4:30-5:30 18 0 1 19 0 0 0 0 19 0 285 28 313 10 478 0 488 801 820 PHF 0.64 n/a 0.25 0.68 n/a n/a n/a n/a n/a 0.96 0.54 0.9 0.63 0.79 n/a 0.8 0.87 10 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/27/2014 Observer: Andy Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Lincoln/12th S = straight L = left turn Time Northbound: 12th Southbound: Total Eastbound: Lincoln Westbound: Lincoln Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 112 13 0 13 52 3 55 14 45 59 114 127 7:45 314 17 0 17 96 3 99 652 58 157 174 8:00 219 21 0 21 101 11 112 858 66 178 199 8:15 59 14 0 14 60 10 70 16 67 83 153 167 7:30-8:30 11 0 54 65 0 0 0 0 65 0 309 27 336 44 222 0 266 602 667 PHF 0.55 n/a 0.71 0.77 n/a n/a n/a n/a n/a 0.76 0.61 0.75 0.69 0.83 n/a 0.8 0.84 4:30 18 27 45 0 45 64 13 77 18 101 119 196 241 4:45 15 21 36 0 36 74 14 88 20 110 130 218 254 5:00 16 24 40 0 40 60 13 73 27 116 143 216 256 5:15 15 28 43 0 43 65 13 78 26 107 133 211 254 4:30-5:30 64 0 100 164 0 0 0 0 164 0 263 53 316 91 434 0 525 841 1005 PHF 0.89 n/a 0.89 0.91 n/a n/a n/a n/a n/a 0.89 0.95 0.9 0.84 0.94 n/a 0.92 0.98 11 APPENDIX C 12 HCM 2010 Signalized Intersection Summary Recent AM 1: Lemay & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 30 143 91 57 109 69 79 323 57 133 461 83 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1900 Adj Flow Rate, veh/h 35 168 -5 67 128 -14 93 380 13 156 542 92 Adj No. of Lanes 111111111110 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 245 241 205 223 275 225 492 1154 978 677 946 161 Arrive On Green 0.04 0.12 0.00 0.05 0.14 0.00 0.05 0.60 0.60 0.06 0.61 0.61 Sat Flow, veh/h 1845 1937 1647 1845 1937 1583 1845 1937 1643 1774 1546 262 Grp Volume(v), veh/h 35 168 -5 67 128 -14 93 380 13 156 0 634 Grp Sat Flow(s),veh/h/ln 1845 1937 1647 1845 1937 1583 1845 1937 1643 1774 0 1809 Q Serve(g_s), s 1.6 8.2 0.0 3.0 6.0 0.0 1.9 9.7 0.3 3.2 0.0 20.6 Cycle Q Clear(g_c), s 1.6 8.2 0.0 3.0 6.0 0.0 1.9 9.7 0.3 3.2 0.0 20.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.15 Lane Grp Cap(c), veh/h 245 241 205 223 275 225 492 1154 978 677 0 1107 V/C Ratio(X) 0.14 0.70 -0.02 0.30 0.46 -0.06 0.19 0.33 0.01 0.23 0.00 0.57 Avail Cap(c_a), veh/h 331 336 285 275 336 274 573 1154 978 762 0 1107 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 35.4 41.2 0.0 34.2 38.6 0.0 8.6 10.0 8.1 6.7 0.0 11.4 Incr Delay (d2), s/veh 0.3 3.6 0.0 0.7 1.2 0.0 0.2 0.8 0.0 0.2 0.0 2.2 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 0.8 4.6 0.0 1.6 3.3 0.0 1.0 5.4 0.1 1.5 0.0 10.9 LnGrp Delay(d),s/veh 35.7 44.8 0.0 35.0 39.9 0.0 8.8 10.7 8.1 6.8 0.0 13.5 LnGrp LOS D D C D ABAA B Approach Vol, veh/h 198 181 486 790 Approach Delay, s/veh 44.3 41.1 10.3 12.2 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.7 76.9 8.2 17.2 9.3 75.3 6.5 18.9 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 8.0 59.0 7.0 16.0 10.0 57.0 7.0 * 16 Max Q Clear Time (g_c+I1), s 3.9 22.6 5.0 10.2 5.2 11.7 3.6 8.0 Green Ext Time (p_c), s 0.1 4.1 0.0 0.5 0.2 4.1 0.0 0.6 Intersection Summary HCM 2010 Ctrl Delay 18.7 HCM 2010 LOS B Notes User approved pedestrian interval to be less than phase max green. 13 Timing Report, Sorted By Phase Recent AM 1: Lemay & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 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) 12 65 11 22 14 63 11 22 Maximum Split (%) 10.9% 59.1% 10.0% 20.0% 12.7% 57.3% 10.0% 20.0% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 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) 7777 Flash Dont Walk (s) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 20 32 97 108 20 34 97 108 End Time (s) 32 97 108 20 34 97 108 20 Yield/Force Off (s) 28 91 104 14 30 91 104 14.5 Yield/Force Off 170(s) 28 74 104 1 30 74 104 2.5 Local Start Time (s) 39 51 6 17 39 53 6 17 Local Yield (s) 47 0 13 33 49 0 13 33.5 Local Yield 170(s) 47 93 13 20 49 93 13 21.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 91 (83%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 14 HCM 2010 Signalized Intersection Summary Recent PM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 81 159 172 89 229 194 171 643 72 133 592 37 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 0.98 1.00 0.99 1.00 0.97 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1900 Adj Flow Rate, veh/h 90 177 15 99 254 19 190 714 30 148 658 39 Adj No. of Lanes 111111111110 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 227 313 259 284 322 257 624 1094 925 397 968 57 Arrive On Green 0.06 0.16 0.16 0.07 0.17 0.17 0.07 0.56 0.56 0.12 1.00 1.00 Sat Flow, veh/h 1845 1937 1606 1845 1937 1545 1845 1937 1638 1774 1738 103 Grp Volume(v), veh/h 90 177 15 99 254 19 190 714 30 148 0 697 Grp Sat Flow(s),veh/h/ln 1845 1937 1606 1845 1937 1545 1845 1937 1638 1774 0 1841 Q Serve(g_s), s 4.4 9.4 0.9 4.9 14.0 1.2 4.8 28.3 0.9 4.0 0.0 0.0 Cycle Q Clear(g_c), s 4.4 9.4 0.9 4.9 14.0 1.2 4.8 28.3 0.9 4.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.06 Lane Grp Cap(c), veh/h 227 313 259 284 322 257 624 1094 925 397 0 1026 V/C Ratio(X) 0.40 0.57 0.06 0.35 0.79 0.07 0.30 0.65 0.03 0.37 0.00 0.68 Avail Cap(c_a), veh/h 243 453 375 291 453 361 628 1094 925 414 0 1026 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 36.0 43.0 39.5 35.4 44.5 39.2 8.6 16.7 10.7 12.1 0.0 0.0 Incr Delay (d2), s/veh 1.1 1.6 0.1 0.7 6.1 0.1 0.3 3.0 0.1 0.6 0.0 3.6 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 2.3 5.2 0.4 2.5 8.0 0.5 2.4 16.0 0.4 1.9 0.0 1.0 LnGrp Delay(d),s/veh 37.2 44.7 39.6 36.1 50.7 39.3 8.9 19.7 10.8 12.7 0.0 3.6 LnGrp LOS DDDDDDABBB A Approach Vol, veh/h 282 372 934 845 Approach Delay, s/veh 42.0 46.2 17.3 5.2 Approach LOS D D B A Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.8 75.7 10.5 23.0 9.9 76.5 10.0 23.5 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 7.0 61.0 7.0 25.0 7.0 61.0 7.0 * 25 Max Q Clear Time (g_c+I1), s 6.8 2.0 6.9 11.4 6.0 30.3 6.4 16.0 Green Ext Time (p_c), s 0.0 6.7 0.0 1.3 0.0 6.4 0.0 1.0 Intersection Summary HCM 2010 Ctrl Delay 20.4 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 15 Timing Report, Sorted By Phase Recent PM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 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 67 11 31 11 67 11 31 Maximum Split (%) 9.2% 55.8% 9.2% 25.8% 9.2% 55.8% 9.2% 25.8% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 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) 7777 Flash Dont Walk (s) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 92 103 50 61 92 103 50 61 End Time (s) 103 50 61 92 103 50 61 92 Yield/Force Off (s) 99 44 57 86 99 44 57 86.5 Yield/Force Off 170(s) 99 27 57 73 99 27 57 74.5 Local Start Time (s) 48 59 6 17 48 59 6 17 Local Yield (s) 55 0 13 42 55 0 13 42.5 Local Yield 170(s) 55 103 13 29 55 103 13 30.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 44 (37%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 16 HCM 2010 TWSC Recent AM 3: Lemay & Buckingham City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 2 5 22 4 0 0 38 337 54 0 690 19 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 6 26 5 0 0 45 396 64 0 812 22 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1341 1372 823 1357 1352 428 834 0 0 460 0 0 Stage 1 823 823 - 518 518 - - - - - - - Stage 2 518 549 - 839 834 - - - - - - - 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 129 146 373 126 150 627 799 - - 1101 - - Stage 1 368 388 - 541 533 - - - - - - - Stage 2 541 516 - 360 383 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 122 135 373 107 139 627 799 - - 1101 - - Mov Cap-2 Maneuver 122 135 - 107 139 - - - - - - - Stage 1 340 388 - 500 492 - - - - - - - Stage 2 500 477 - 330 383 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 21.1 40.2 0.9 0 HCM LOS C E Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 799 - - 258 107 1101 - - HCM Lane V/C Ratio 0.056 - - 0.132 0.044 - - - HCM Control Delay (s) 9.8 0 - 21.1 40.2 0 - - HCM Lane LOS A A - C E A - - HCM 95th %tile Q(veh) 0.2 - - 0.5 0.1 0 - - 17 Lanes and Geometrics Recent AM 3: Lemay & Buckingham City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 3 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.897 0.983 0.996 Flt Protected 0.997 0.950 0.996 Satd. Flow (prot) 0 1666 0 0 1770 0 0 1824 0 0 1855 0 Flt Permitted 0.997 0.950 0.996 Satd. Flow (perm) 0 1666 0 0 1770 0 0 1824 0 0 1855 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 605 715 1281 1365 Travel Time (s) 13.8 16.3 29.1 31.0 Intersection Summary Area Type: Other 18 HCM 2010 TWSC Recent PM 3: Lemay & Buckingham City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 4 7 48 5 2 0 22 829 12 0 564 7 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 - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 7 50 5 2 0 23 864 12 0 588 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1508 1513 591 1536 1511 870 595 0 0 876 0 0 Stage 1 591 591 - 916 916 - - - - - - - Stage 2 917 922 - 620 595 - - - - - - - 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 99 120 507 95 120 351 981 - - 771 - - Stage 1 493 494 - 326 351 - - - - - - - Stage 2 326 349 - 476 492 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 94 114 507 79 114 351 981 - - 771 - - Mov Cap-2 Maneuver 94 114 - 79 114 - - - - - - - Stage 1 470 494 - 311 335 - - - - - - - Stage 2 309 333 - 423 492 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 20.3 50.1 0.2 0 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 981 - - 297 87 771 - - HCM Lane V/C Ratio 0.023 - - 0.207 0.084 - - - HCM Control Delay (s) 8.8 0 - 20.3 50.1 0 - - HCM Lane LOS A A - C F A - - HCM 95th %tile Q(veh) 0.1 - - 0.8 0.3 0 - - 19 Lanes and Geometrics Recent PM 3: Lemay & Buckingham City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.889 0.998 0.998 Flt Protected 0.997 0.966 0.999 Satd. Flow (prot) 0 1651 0 0 1799 0 0 1857 0 0 1859 0 Flt Permitted 0.997 0.966 0.999 Satd. Flow (perm) 0 1651 0 0 1799 0 0 1857 0 0 1859 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 590 866 1312 1334 Travel Time (s) 13.4 19.7 29.8 30.3 Intersection Summary Area Type: Other 20 HCM Signalized Intersection Capacity Analysis Recent AM 4: Lemay & Vine City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 16 80 47 49 112 90 28 337 17 42 590 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.94 1.00 0.93 0.99 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 1958 1770 1917 1904 1964 Flt Permitted 0.29 1.00 0.52 1.00 0.92 0.95 Satd. Flow (perm) 540 1958 975 1917 1754 1872 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 19 94 55 58 132 106 33 396 20 49 694 42 RTOR Reduction (vph) 0 21 0 0 28 0010010 Lane Group Flow (vph) 19 128 0 58 210 0 0 448 0 0 784 0 Confl. Peds. (#/hr) 22 Confl. Bikes (#/hr) 2 4 9 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 17.1 17.1 17.1 17.1 82.4 82.9 Effective Green, g (s) 18.1 18.1 18.1 18.1 83.4 83.9 Actuated g/C Ratio 0.16 0.16 0.16 0.16 0.76 0.76 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 88 322 160 315 1329 1427 v/s Ratio Prot 0.07 c0.11 v/s Ratio Perm 0.04 0.06 0.26 c0.42 v/c Ratio 0.22 0.40 0.36 0.67 0.34 0.55 Uniform Delay, d1 39.8 41.1 40.8 43.1 4.3 5.3 Progression Factor 1.00 1.00 1.00 1.00 0.49 1.00 Incremental Delay, d2 1.2 0.8 1.4 5.2 0.7 1.5 Delay (s) 41.0 41.9 42.2 48.3 2.8 6.9 Level of Service D D D D A A Approach Delay (s) 41.8 47.1 2.8 6.9 Approach LOS D D A A Intersection Summary HCM 2000 Control Delay 16.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.57 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 72.7% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group 21 Timing Report, Sorted By Phase Recent AM 4: Lemay & Vine City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 7 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 81 29 81 29 Maximum Split (%) 73.6% 26.4% 73.6% 26.4% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 76 47 76 47 End Time (s) 47 76 47 76 Yield/Force Off (s) 42.5 70.5 42 70.5 Yield/Force Off 170(s) 32.5 60.5 32 60.5 Local Start Time (s) 29 0 29 0 Local Yield (s) 105.5 23.5 105 23.5 Local Yield 170(s) 95.5 13.5 95 13.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 47 (43%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 22 HCM Signalized Intersection Capacity Analysis Recent PM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 43 152 71 47 109 142 67 745 57 64 574 27 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.92 0.99 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 1955 1770 1878 1897 1964 Flt Permitted 0.26 1.00 0.33 1.00 0.90 0.85 Satd. Flow (perm) 488 1955 611 1878 1714 1674 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 45 160 75 49 115 149 71 784 60 67 604 28 RTOR Reduction (vph) 0 15 0 0 40 0020010 Lane Group Flow (vph) 45 220 0 49 224 0 0 913 0 0 698 0 Confl. Peds. (#/hr) 2 2 Confl. Bikes (#/hr) 2435 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 21.0 21.0 21.0 21.0 88.5 89.0 Effective Green, g (s) 22.0 22.0 22.0 22.0 89.5 90.0 Actuated g/C Ratio 0.18 0.18 0.18 0.18 0.75 0.75 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 89 358 112 344 1278 1255 v/s Ratio Prot 0.11 c0.12 v/s Ratio Perm 0.09 0.08 c0.53 0.42 v/c Ratio 0.51 0.62 0.44 0.65 0.71 0.56 Uniform Delay, d1 44.1 45.1 43.5 45.4 8.3 6.4 Progression Factor 1.00 1.00 1.00 1.00 0.59 1.00 Incremental Delay, d2 12.2 5.4 7.5 6.9 2.9 1.8 Delay (s) 56.3 50.5 51.0 52.4 7.7 8.2 Level of Service E D D D A A Approach Delay (s) 51.4 52.2 7.7 8.2 Approach LOS D D A A Intersection Summary HCM 2000 Control Delay 19.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.70 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 89.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group 23 Timing Report, Sorted By Phase Recent PM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 6 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 90 30 90 30 Maximum Split (%) 75.0% 25.0% 75.0% 25.0% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 6666 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 43 13 43 13 End Time (s) 13 43 13 43 Yield/Force Off (s) 8.5 37.5 8 37.5 Yield/Force Off 170(s) 118.5 27.5 118 27.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 115.5 24.5 115 24.5 Local Yield 170(s) 105.5 14.5 105 14.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 24 HCM 2010 TWSC Recent AM 6: Buffalo Run & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 9 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 326 7 4 218 16 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 384 8 5 256 19 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 392 0 654 388 Stage 1 - - - - 388 - Stage 2 - - - - 266 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1167 - 431 660 Stage 1 - - - - 686 - Stage 2 - - - - 779 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1167 - 429 660 Mov Cap-2 Maneuver - - - - 526 - Stage 1 - - - - 686 - Stage 2 - - - - 775 - Approach EB WB NB HCM Control Delay, s 0 0.1 11.8 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 553 - - 1167 - HCM Lane V/C Ratio 0.045 - - 0.004 - HCM Control Delay (s) 11.8 - - 8.1 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 25 Lanes and Geometrics Recent AM 6: Buffalo Run & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 8 Lane Group EBT EBR WBL WBT NBL NBR 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 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.997 0.968 Flt Protected 0.999 0.963 Satd. Flow (prot) 1857 0 0 1861 1736 0 Flt Permitted 0.999 0.963 Satd. Flow (perm) 1857 0 0 1861 1736 0 Link Speed (mph) 35 30 30 Link Distance (ft) 838 610 391 Travel Time (s) 16.3 13.9 8.9 Intersection Summary Area Type: Other 26 HCM 2010 TWSC Recent PM 6: Buffalo Run & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 9 Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 304 28 10 485 18 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 1 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 349 32 11 557 21 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 382 0 946 366 Stage 1 - - - - 366 - Stage 2 - - - - 580 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1176 - 290 679 Stage 1 - - - - 702 - Stage 2 - - - - 560 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1176 - 286 679 Mov Cap-2 Maneuver - - - - 409 - Stage 1 - - - - 702 - Stage 2 - - - - 552 - Approach EB WB NB HCM Control Delay, s 0 0.2 14.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 418 - - 1176 - HCM Lane V/C Ratio 0.052 - - 0.01 - HCM Control Delay (s) 14.1 - - 8.1 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - 27 Lanes and Geometrics Recent PM 6: Buffalo Run & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 8 Lane Group EBT EBR WBL WBT NBL NBR 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 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.989 0.994 Flt Protected 0.999 0.954 Satd. Flow (prot) 1842 0 0 1861 1766 0 Flt Permitted 0.999 0.954 Satd. Flow (perm) 1842 0 0 1861 1766 0 Link Speed (mph) 35 35 30 Link Distance (ft) 734 785 379 Travel Time (s) 14.3 15.3 8.6 Intersection Summary Area Type: Other 28 HCM 2010 TWSC Recent AM 7: 12th & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 11 Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 304 27 44 212 10 54 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 358 32 52 249 12 64 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 389 0 727 374 Stage 1 - - - - 374 - Stage 2 - - - - 353 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1170 - 391 672 Stage 1 - - - - 696 - Stage 2 - - - - 711 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1170 - 371 672 Mov Cap-2 Maneuver - - - - 371 - Stage 1 - - - - 696 - Stage 2 - - - - 674 - Approach EB WB NB HCM Control Delay, s 0 1.4 11.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 596 - - 1170 - HCM Lane V/C Ratio 0.126 - - 0.044 - HCM Control Delay (s) 11.9 - - 8.2 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.4 - - 0.1 - 29 Lanes and Geometrics Recent AM 7: 12th & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 10 Lane Group EBT EBR WBL WBT NBL NBR 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 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.989 0.886 Flt Protected 0.991 0.992 Satd. Flow (prot) 1842 0 0 1846 1637 0 Flt Permitted 0.991 0.992 Satd. Flow (perm) 1842 0 0 1846 1637 0 Link Speed (mph) 35 30 30 Link Distance (ft) 610 612 360 Travel Time (s) 11.9 13.9 8.2 Intersection Summary Area Type: Other 30 HCM 2010 TWSC Recent PM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 11 Intersection Int Delay, s/veh 3.7 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 254 51 91 431 64 100 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 259 52 93 440 65 102 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 311 0 911 285 Stage 1 - - - - 285 - Stage 2 - - - - 626 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1249 - 304 754 Stage 1 - - - - 763 - Stage 2 - - - - 533 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1249 - 274 754 Mov Cap-2 Maneuver - - - - 274 - Stage 1 - - - - 763 - Stage 2 - - - - 480 - Approach EB WB NB HCM Control Delay, s 0 1.4 17.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 448 - - 1249 - HCM Lane V/C Ratio 0.374 - - 0.074 - HCM Control Delay (s) 17.7 - - 8.1 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 1.7 - - 0.2 - 31 Lanes and Geometrics Recent PM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 10 Lane Group EBT EBR WBL WBT NBL NBR 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 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.977 0.918 Flt Protected 0.991 0.981 Satd. Flow (prot) 1820 0 0 1846 1678 0 Flt Permitted 0.991 0.981 Satd. Flow (perm) 1820 0 0 1846 1678 0 Link Speed (mph) 35 35 30 Link Distance (ft) 785 763 404 Travel Time (s) 15.3 14.9 9.2 Intersection Summary Area Type: Other 32 33 UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 34 APPENDIX D 35 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB PM 105 VPH AM 2255 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2605 VPH EB AM 70 VPH EB PM 95 VPH WB AM 65 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 TOTAL PEAK HOUR WARRANT AT LEMAY/BUCKINGHAM-DUFF 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 PM 105 VPH AM 2255 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2605 VPH EB AM 70 VPH EB PM 95 VPH WB AM 65 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB PM 105 VPH AM 2255 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2605 VPH EB AM 70 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB PM 365 VPH AM 850 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1140 VPH NB AM 25 VPH NB PM 30 VPH SB AM 300 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 TOTAL PEAK HOUR WARRANT AT LINCOLN/INTERNATIONAL 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 SB PM 365 VPH AM 850 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1140 VPH NB AM 25 VPH NB PM 30 VPH SB AM 300 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB PM 365 VPH AM 850 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1140 VPH NB AM 25 VPH APPENDIX E 38 HCM 2010 Signalized Intersection Summary Short Background AM 1: Lemay & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 37 172 136 73 125 106 191 354 62 154 602 110 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 0.99 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1900 Adj Flow Rate, veh/h 44 202 0 86 147 1 225 416 15 181 708 122 Adj No. of Lanes 111111111110 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 255 264 224 227 311 251 409 1120 949 635 881 152 Arrive On Green 0.04 0.14 0.00 0.06 0.16 0.16 0.08 0.58 0.58 0.09 0.76 0.76 Sat Flow, veh/h 1845 1937 1647 1845 1937 1564 1845 1937 1642 1774 1542 266 Grp Volume(v), veh/h 44 202 0 86 147 1 225 416 15 181 0 830 Grp Sat Flow(s),veh/h/ln 1845 1937 1647 1845 1937 1564 1845 1937 1642 1774 0 1808 Q Serve(g_s), s 2.1 10.6 0.0 4.0 7.2 0.1 5.1 12.1 0.4 4.3 0.0 29.7 Cycle Q Clear(g_c), s 2.1 10.6 0.0 4.0 7.2 0.1 5.1 12.1 0.4 4.3 0.0 29.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.15 Lane Grp Cap(c), veh/h 255 264 224 227 311 251 409 1120 949 635 0 1033 V/C Ratio(X) 0.17 0.77 0.00 0.38 0.47 0.00 0.55 0.37 0.02 0.28 0.00 0.80 Avail Cap(c_a), veh/h 326 314 267 252 314 253 424 1120 949 695 0 1033 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 36.8 43.8 0.0 34.8 40.0 37.0 13.6 11.9 9.4 8.0 0.0 9.0 Incr Delay (d2), s/veh 0.3 9.1 0.0 1.0 1.1 0.0 1.4 0.9 0.0 0.2 0.0 6.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 6.3 0.0 2.1 4.0 0.0 2.8 6.8 0.2 2.1 0.0 16.3 LnGrp Delay(d),s/veh 37.1 52.9 0.0 35.9 41.2 37.0 15.0 12.9 9.5 8.3 0.0 15.6 LnGrp LOS D D D D D BBAA B Approach Vol, veh/h 246 234 656 1011 Approach Delay, s/veh 50.0 39.2 13.5 14.3 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.2 70.0 9.6 19.3 10.5 70.7 7.0 21.9 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 8.0 59.0 7.0 16.0 10.0 57.0 7.0 * 16 Max Q Clear Time (g_c+I1), s 7.1 31.7 6.0 12.6 6.3 14.1 4.1 9.2 Green Ext Time (p_c), s 0.1 5.5 0.0 0.4 0.2 5.8 0.0 0.6 Intersection Summary HCM 2010 Ctrl Delay 20.9 HCM 2010 LOS C Notes User approved pedestrian interval to be less than phase max green. 39 Timing Report, Sorted By Phase Short Background AM 1: Lemay & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 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) 12 65 11 22 14 63 11 22 Maximum Split (%) 10.9% 59.1% 10.0% 20.0% 12.7% 57.3% 10.0% 20.0% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 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) 7777 Flash Dont Walk (s) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 20 32 97 108 20 34 97 108 End Time (s) 32 97 108 20 34 97 108 20 Yield/Force Off (s) 28 91 104 14 30 91 104 14.5 Yield/Force Off 170(s) 28 74 104 1 30 74 104 2.5 Local Start Time (s) 39 51 6 17 39 53 6 17 Local Yield (s) 47 0 13 33 49 0 13 33.5 Local Yield 170(s) 47 93 13 20 49 93 13 21.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 95 Offset: 91 (83%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 40 HCM 2010 Signalized Intersection Summary Short Background PM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 123 233 230 100 272 234 270 749 82 145 680 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 0.98 0.99 0.98 1.00 0.99 1.00 0.97 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1900 Adj Flow Rate, veh/h 137 259 59 111 302 87 300 832 38 161 756 79 Adj No. of Lanes 111111111110 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 228 363 302 258 363 290 554 1043 882 302 886 93 Arrive On Green 0.07 0.19 0.19 0.07 0.19 0.19 0.07 0.54 0.54 0.13 1.00 1.00 Sat Flow, veh/h 1845 1937 1612 1845 1937 1550 1845 1937 1637 1774 1653 173 Grp Volume(v), veh/h 137 259 59 111 302 87 300 832 38 161 0 835 Grp Sat Flow(s),veh/h/ln 1845 1937 1612 1845 1937 1550 1845 1937 1637 1774 0 1826 Q Serve(g_s), s 6.9 14.5 3.6 5.5 17.4 5.6 8.0 40.2 1.3 4.7 0.0 0.0 Cycle Q Clear(g_c), s 6.9 14.5 3.6 5.5 17.4 5.6 8.0 40.2 1.3 4.7 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.09 Lane Grp Cap(c), veh/h 228 363 302 258 363 290 554 1043 882 302 0 979 V/C Ratio(X) 0.60 0.71 0.20 0.43 0.83 0.30 0.54 0.80 0.04 0.53 0.00 0.85 Avail Cap(c_a), veh/h 228 435 362 258 435 348 554 1043 882 306 0 979 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 36.0 44.1 39.6 35.0 45.2 40.5 10.8 21.6 12.6 17.7 0.0 0.0 Incr Delay (d2), s/veh 4.3 4.4 0.3 1.1 11.1 0.6 1.1 6.4 0.1 1.7 0.0 9.4 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 3.8 8.2 1.6 2.9 10.4 2.4 0.7 23.1 0.6 2.4 0.0 2.5 LnGrp Delay(d),s/veh 40.4 48.4 40.0 36.2 56.4 41.0 11.9 27.9 12.7 19.5 0.0 9.4 LnGrp LOS DDDDEDBCBB A Approach Vol, veh/h 455 500 1170 996 Approach Delay, s/veh 44.9 49.2 23.3 11.0 Approach LOS D D C B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 71.3 11.0 26.7 10.7 71.6 11.0 26.7 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 7.0 61.0 7.0 25.0 7.0 61.0 7.0 * 25 Max Q Clear Time (g_c+I1), s 10.0 2.0 7.5 16.5 6.7 42.2 8.9 19.4 Green Ext Time (p_c), s 0.0 9.3 0.0 1.7 0.0 7.4 0.0 1.3 Intersection Summary HCM 2010 Ctrl Delay 26.7 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 41 Timing Report, Sorted By Phase Short Background PM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 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 67 11 31 11 67 11 31 Maximum Split (%) 9.2% 55.8% 9.2% 25.8% 9.2% 55.8% 9.2% 25.8% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 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) 7777 Flash Dont Walk (s) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 92 103 50 61 92 103 50 61 End Time (s) 103 50 61 92 103 50 61 92 Yield/Force Off (s) 99 44 57 86 99 44 57 86.5 Yield/Force Off 170(s) 99 27 57 73 99 27 57 74.5 Local Start Time (s) 48 59 6 17 48 59 6 17 Local Yield (s) 55 0 13 42 55 0 13 42.5 Local Yield 170(s) 55 103 13 29 55 103 13 30.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 105 Offset: 44 (37%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 42 HCM 2010 TWSC Short Background AM 3: Lemay & Buckingham City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 3 5 24 4 0 0 41 394 54 0 827 22 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 6 28 5 0 0 48 464 64 0 973 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1578 1610 986 1595 1591 495 999 0 0 527 0 0 Stage 1 986 986 - 592 592 - - - - - - - Stage 2 592 624 - 1003 999 - - - - - - - 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 89 105 301 86 107 575 693 - - 1040 - - Stage 1 298 326 - 493 494 - - - - - - - Stage 2 493 478 - 292 321 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 82 95 301 69 96 575 693 - - 1040 - - Mov Cap-2 Maneuver 82 95 - 69 96 - - - - - - - Stage 1 268 326 - 444 445 - - - - - - - Stage 2 444 431 - 260 321 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 28.7 61 0.9 0 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 693 - - 189 69 1040 - - HCM Lane V/C Ratio 0.07 - - 0.199 0.068 - - - HCM Control Delay (s) 10.6 0 - 28.7 61 0 - - HCM Lane LOS B A - D F A - - HCM 95th %tile Q(veh) 0.2 - - 0.7 0.2 0 - - 43 Lanes and Geometrics Short Background AM 3: Lemay & Buckingham City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 3 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.901 0.985 0.996 Flt Protected 0.995 0.950 0.996 Satd. Flow (prot) 0 1670 0 0 1770 0 0 1827 0 0 1855 0 Flt Permitted 0.995 0.950 0.996 Satd. Flow (perm) 0 1670 0 0 1770 0 0 1827 0 0 1855 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 605 715 659 1365 Travel Time (s) 13.8 16.3 15.0 31.0 Intersection Summary Area Type: Other 44 HCM 2010 TWSC Short Background PM 3: Lemay & Buckingham City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 7 52 5 2 0 24 1034 12 0 827 9 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 - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 7 54 5 2 0 25 1077 12 0 861 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2000 2006 866 2030 2004 1083 871 0 0 1090 0 0 Stage 1 866 866 - 1133 1133 - - - - - - - Stage 2 1134 1140 - 897 871 - - - - - - - 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 45 59 353 42 60 264 774 - - 640 - - Stage 1 348 370 - 247 278 - - - - - - - Stage 2 246 276 - 334 368 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 41 54 353 30 55 264 774 - - 640 - - Mov Cap-2 Maneuver 41 54 - 30 55 - - - - - - - Stage 1 319 370 - 227 255 - - - - - - - Stage 2 224 253 - 277 368 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 42.7 137.7 0.2 0 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 774 - - 160 34 640 - - HCM Lane V/C Ratio 0.032 - - 0.417 0.214 - - - HCM Control Delay (s) 9.8 0 - 42.7 137.7 0 - - HCM Lane LOS A A - E F A - - HCM 95th %tile Q(veh) 0.1 - - 1.9 0.7 0 - - 45 Lanes and Geometrics Short Background PM 3: Lemay & Buckingham City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.890 0.999 0.999 Flt Protected 0.996 0.966 0.999 Satd. Flow (prot) 0 1651 0 0 1799 0 0 1859 0 0 1861 0 Flt Permitted 0.996 0.966 0.999 Satd. Flow (perm) 0 1651 0 0 1799 0 0 1859 0 0 1861 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 590 866 540 1334 Travel Time (s) 13.4 19.7 12.3 30.3 Intersection Summary Area Type: Other 46 HCM Signalized Intersection Capacity Analysis Short Background AM 4: Lemay & Vine City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 23 117 72 135 205 121 36 360 48 52 651 44 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.94 1.00 0.94 0.99 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 1955 1770 1940 1884 1961 Flt Permitted 0.17 1.00 0.42 1.00 0.89 0.93 Satd. Flow (perm) 313 1955 781 1940 1685 1838 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 27 138 85 159 241 142 42 424 56 61 766 52 RTOR Reduction (vph) 0 20 0 0 20 0040020 Lane Group Flow (vph) 27 203 0 159 363 0 0 518 0 0 877 0 Confl. Peds. (#/hr) 22 Confl. Bikes (#/hr) 2 4 9 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 22.8 22.8 22.8 22.8 76.7 77.2 Effective Green, g (s) 23.8 23.8 23.8 23.8 77.7 78.2 Actuated g/C Ratio 0.22 0.22 0.22 0.22 0.71 0.71 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 67 422 168 419 1190 1306 v/s Ratio Prot 0.10 0.19 v/s Ratio Perm 0.09 c0.20 0.31 c0.48 v/c Ratio 0.40 0.48 0.95 0.87 0.44 0.67 Uniform Delay, d1 37.0 37.7 42.5 41.6 6.8 8.8 Progression Factor 1.00 1.00 1.00 1.00 0.52 1.00 Incremental Delay, d2 3.9 0.9 53.3 17.0 1.1 2.8 Delay (s) 40.9 38.6 95.8 58.5 4.7 11.6 Level of Service D D F E A B Approach Delay (s) 38.8 69.5 4.7 11.6 Approach LOS D E A B Intersection Summary HCM 2000 Control Delay 27.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 85.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group 47 Timing Report, Sorted By Phase Short Background AM 4: Lemay & Vine City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 7 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 81 29 81 29 Maximum Split (%) 73.6% 26.4% 73.6% 26.4% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 76 47 76 47 End Time (s) 47 76 47 76 Yield/Force Off (s) 42.5 70.5 42 70.5 Yield/Force Off 170(s) 32.5 60.5 32 60.5 Local Start Time (s) 29 0 29 0 Local Yield (s) 105.5 23.5 105 23.5 Local Yield 170(s) 95.5 13.5 95 13.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 47 (43%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 48 HCM Signalized Intersection Capacity Analysis Short Background PM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 55 258 90 106 175 162 97 817 154 98 621 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.96 1.00 0.93 0.98 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.99 Satd. Flow (prot) 1770 1974 1770 1904 1873 1959 Flt Permitted 0.16 1.00 0.16 1.00 0.86 0.75 Satd. Flow (perm) 292 1974 292 1904 1624 1471 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 58 272 95 112 184 171 102 860 162 103 654 38 RTOR Reduction (vph) 0 10 0 0 28 0050010 Lane Group Flow (vph) 58 357 0 112 327 0 0 1119 0 0 794 0 Confl. Peds. (#/hr) 2 2 Confl. Bikes (#/hr) 2435 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 24.5 24.5 24.5 24.5 85.0 85.5 Effective Green, g (s) 25.5 25.5 25.5 25.5 86.0 86.5 Actuated g/C Ratio 0.21 0.21 0.21 0.21 0.72 0.72 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 62 419 62 404 1163 1060 v/s Ratio Prot 0.18 0.17 v/s Ratio Perm 0.20 c0.38 c0.69 0.54 v/c Ratio 0.94 0.85 1.81 0.81 0.96 0.75 Uniform Delay, d1 46.4 45.4 47.2 45.0 15.5 10.2 Progression Factor 1.00 1.00 1.00 1.00 0.70 1.00 Incremental Delay, d2 94.7 17.2 419.2 13.7 14.8 4.9 Delay (s) 141.1 62.7 466.5 58.6 25.7 15.0 Level of Service F E F E C B Approach Delay (s) 73.4 156.4 25.7 15.0 Approach LOS E F C B Intersection Summary HCM 2000 Control Delay 51.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.15 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 106.2% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group 49 Timing Report, Sorted By Phase Short Background PM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 6 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 90 30 90 30 Maximum Split (%) 75.0% 25.0% 75.0% 25.0% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 6666 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 43 13 43 13 End Time (s) 13 43 13 43 Yield/Force Off (s) 8.5 37.5 8 37.5 Yield/Force Off 170(s) 118.5 27.5 118 27.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 115.5 24.5 115 24.5 Local Yield 170(s) 105.5 14.5 105 14.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 50 HCM 2010 TWSC Short Background AM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 26 355 7 4 283 12 16 0 5 2 0 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 31 418 8 5 333 14 19 0 6 2 0 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 347 0 0 426 0 0 837 839 422 835 836 340 Stage 1 - - - - - - 483 483 - 349 349 - Stage 2 - - - - - - 354 356 - 486 487 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1212 - - 1133 - - 286 302 632 287 303 702 Stage 1 - - - - - - 565 553 - 667 633 - Stage 2 - - - - - - 663 629 - 563 550 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1212 - - 1133 - - 274 290 632 276 291 702 Mov Cap-2 Maneuver - - - - - - 274 290 - 276 291 - Stage 1 - - - - - - 546 534 - 644 630 - Stage 2 - - - - - - 652 626 - 539 531 - Approach EB WB NB SB HCM Control Delay, s 0.5 0.1 17.3 12 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 317 1212 - - 1133 - - 523 HCM Lane V/C Ratio 0.078 0.025 - - 0.004 - - 0.02 HCM Control Delay (s) 17.3 8 0 - 8.2 0 - 12 HCM Lane LOS C A A - A A - B HCM 95th %tile Q(veh) 0.3 0.1 - - 0 - - 0.1 51 Lanes and Geometrics Short Background AM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 8 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.998 0.995 0.968 0.892 Flt Protected 0.997 0.999 0.963 0.990 Satd. Flow (prot) 0 1853 0 0 1852 0 0 1736 0 0 1645 0 Flt Permitted 0.997 0.999 0.963 0.990 Satd. Flow (perm) 0 1853 0 0 1852 0 0 1736 0 0 1645 0 Link Speed (mph) 35 30 30 30 Link Distance (ft) 400 610 391 508 Travel Time (s) 7.8 13.9 8.9 11.5 Intersection Summary Area Type: Other 52 HCM 2010 TWSC Short Background PM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 11 421 28 10 571 4 18 0 1 7 0 26 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 87 87 87 87 90 87 90 87 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 12 484 32 11 656 4 21 0 1 8 0 29 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 661 0 0 516 0 0 1220 1208 500 1207 1223 659 Stage 1 - - - - - - 524 524 - 682 682 - Stage 2 - - - - - - 696 684 - 525 541 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 927 - - 1050 - - 157 183 571 160 179 464 Stage 1 - - - - - - 537 530 - 440 450 - Stage 2 - - - - - - 432 449 - 536 521 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 927 - - 1050 - - 143 177 571 155 173 464 Mov Cap-2 Maneuver - - - - - - 143 177 - 155 173 - Stage 1 - - - - - - 527 520 - 432 442 - Stage 2 - - - - - - 398 441 - 525 512 - Approach EB WB NB SB HCM Control Delay, s 0.2 0.1 33.3 17.4 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 149 927 - - 1050 - - 326 HCM Lane V/C Ratio 0.147 0.013 - - 0.011 - - 0.112 HCM Control Delay (s) 33.3 8.9 0 - 8.5 0 - 17.4 HCM Lane LOS D A A - A A - C HCM 95th %tile Q(veh) 0.5 0 - - 0 - - 0.4 53 Lanes and Geometrics Short Background PM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 8 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.992 0.999 0.994 0.894 Flt Protected 0.999 0.999 0.954 0.989 Satd. Flow (prot) 0 1846 0 0 1859 0 0 1766 0 0 1647 0 Flt Permitted 0.999 0.999 0.954 0.989 Satd. Flow (perm) 0 1846 0 0 1859 0 0 1766 0 0 1647 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 345 785 379 533 Travel Time (s) 6.7 15.3 8.6 12.1 Intersection Summary Area Type: Other 54 HCM 2010 TWSC Short Background AM 7: 12th & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 12 Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 333 29 47 285 12 58 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 392 34 55 335 14 68 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 426 0 855 409 Stage 1 - - - - 409 - Stage 2 - - - - 446 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1133 - 329 642 Stage 1 - - - - 671 - Stage 2 - - - - 645 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1133 - 309 642 Mov Cap-2 Maneuver - - - - 309 - Stage 1 - - - - 671 - Stage 2 - - - - 606 - Approach EB WB NB HCM Control Delay, s 0 1.2 12.8 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 542 - - 1133 - HCM Lane V/C Ratio 0.152 - - 0.049 - HCM Control Delay (s) 12.8 - - 8.3 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.5 - - 0.2 - 55 Lanes and Geometrics Short Background AM 7: 12th & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 11 Lane Group EBT EBR WBL WBT NBL NBR 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 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.989 0.888 Flt Protected 0.993 0.992 Satd. Flow (prot) 1842 0 0 1850 1641 0 Flt Permitted 0.993 0.992 Satd. Flow (perm) 1842 0 0 1850 1641 0 Link Speed (mph) 35 30 30 Link Distance (ft) 610 612 360 Travel Time (s) 11.9 13.9 8.2 Intersection Summary Area Type: Other 56 HCM 2010 TWSC Short Background PM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 12 Intersection Int Delay, s/veh 4.6 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 372 57 98 507 69 108 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 380 58 100 517 70 110 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 438 0 1126 409 Stage 1 - - - - 409 - Stage 2 - - - - 717 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1122 - 227 642 Stage 1 - - - - 671 - Stage 2 - - - - 484 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1122 - 199 642 Mov Cap-2 Maneuver - - - - 199 - Stage 1 - - - - 671 - Stage 2 - - - - 424 - Approach EB WB NB HCM Control Delay, s 0 1.4 26.5 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 344 - - 1122 - HCM Lane V/C Ratio 0.525 - - 0.089 - HCM Control Delay (s) 26.5 - - 8.5 0 HCM Lane LOS D - - A A HCM 95th %tile Q(veh) 2.9 - - 0.3 - 57 Lanes and Geometrics Short Background PM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 11 Lane Group EBT EBR WBL WBT NBL NBR 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 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.982 0.917 Flt Protected 0.992 0.981 Satd. Flow (prot) 1829 0 0 1848 1676 0 Flt Permitted 0.992 0.981 Satd. Flow (perm) 1829 0 0 1848 1676 0 Link Speed (mph) 35 35 30 Link Distance (ft) 785 763 404 Travel Time (s) 15.3 14.9 9.2 Intersection Summary Area Type: Other 58 APPENDIX F 59 HCM 2010 Signalized Intersection Summary Long Background AM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 40 200 150 100 145 100 175 615 185 125 1115 250 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 1.00 1.00 0.99 1.00 0.97 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1863 Adj Flow Rate, veh/h 42 211 -28 105 153 -59 184 647 144 132 1174 259 Adj No. of Lanes 111111121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 288 292 248 256 360 294 413 2105 937 498 1981 861 Arrive On Green 0.04 0.15 0.00 0.07 0.19 0.00 0.07 0.57 0.57 0.12 1.00 1.00 Sat Flow, veh/h 1845 1937 1647 1845 1937 1583 1845 3681 1638 1774 3539 1538 Grp Volume(v), veh/h 42 211 -28 105 153 -59 184 647 144 132 1174 259 Grp Sat Flow(s),veh/h/ln 1845 1937 1647 1845 1937 1583 1845 1840 1638 1774 1770 1538 Q Serve(g_s), s 2.1 11.3 0.0 5.0 7.6 0.0 4.4 9.9 4.5 3.4 0.0 0.0 Cycle Q Clear(g_c), s 2.1 11.3 0.0 5.0 7.6 0.0 4.4 9.9 4.5 3.4 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 288 292 248 256 360 294 413 2105 937 498 1981 861 V/C Ratio(X) 0.15 0.72 -0.11 0.41 0.42 -0.20 0.45 0.31 0.15 0.27 0.59 0.30 Avail Cap(c_a), veh/h 357 429 365 295 465 380 521 2105 937 525 1981 861 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 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.7 43.9 0.0 34.0 39.0 0.0 8.1 12.1 10.9 8.4 0.0 0.0 Incr Delay (d2), s/veh 0.2 3.4 0.0 1.1 0.8 0.0 0.8 0.4 0.3 0.3 1.3 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 6.3 0.0 2.6 4.1 0.0 2.3 5.1 2.1 1.7 0.4 0.2 LnGrp Delay(d),s/veh 37.0 47.2 0.0 35.1 39.8 0.0 8.9 12.4 11.2 8.7 1.3 0.9 LnGrp LOS D D D D ABBAAA Approach Vol, veh/h 225 199 975 1565 Approach Delay, s/veh 51.2 49.1 11.6 1.9 Approach LOS D D B A Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.7 77.3 10.7 21.4 9.3 78.6 6.9 25.1 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 13.0 55.0 9.0 23.0 7.0 61.0 7.0 * 25 Max Q Clear Time (g_c+I1), s 6.4 2.0 7.0 13.3 5.4 11.9 4.1 9.6 Green Ext Time (p_c), s 0.3 14.2 0.0 0.8 0.1 14.0 0.0 1.0 Intersection Summary HCM 2010 Ctrl Delay 12.0 HCM 2010 LOS B Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 60 Timing Report, Sorted By Phase Long Background AM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 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) 17 61 13 29 11 67 11 31 Maximum Split (%) 14.2% 50.8% 10.8% 24.2% 9.2% 55.8% 9.2% 25.8% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 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) 7777 Flash Dont Walk (s) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 92 109 50 63 92 103 50 61 End Time (s) 109 50 63 92 103 50 61 92 Yield/Force Off (s) 105 44 59 86 99 44 57 86.5 Yield/Force Off 170(s) 105 27 59 73 99 27 57 74.5 Local Start Time (s) 48 65 6 19 48 59 6 17 Local Yield (s) 61 0 15 42 55 0 13 42.5 Local Yield 170(s) 61 103 15 29 55 103 13 30.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 44 (37%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 61 HCM 2010 Signalized Intersection Summary Long Background PM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 165 230 250 195 225 250 260 1040 110 145 875 105 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 0.99 1.00 0.97 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1863 Adj Flow Rate, veh/h 174 242 77 205 237 99 274 1095 65 153 921 107 Adj No. of Lanes 111111121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 335 328 275 341 355 286 495 1797 799 329 1612 699 Arrive On Green 0.10 0.17 0.17 0.12 0.18 0.18 0.11 0.49 0.49 0.15 0.91 0.91 Sat Flow, veh/h 1845 1937 1623 1845 1937 1563 1845 3681 1637 1774 3539 1535 Grp Volume(v), veh/h 174 242 77 205 237 99 274 1095 65 153 921 107 Grp Sat Flow(s),veh/h/ln 1845 1937 1623 1845 1937 1563 1845 1840 1637 1774 1770 1535 Q Serve(g_s), s 8.1 12.6 4.4 9.4 12.1 5.9 7.8 23.1 2.3 4.8 5.1 0.8 Cycle Q Clear(g_c), s 8.1 12.6 4.4 9.4 12.1 5.9 7.8 23.1 2.3 4.8 5.1 0.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 335 328 275 341 355 286 495 1797 799 329 1612 699 V/C Ratio(X) 0.52 0.74 0.28 0.60 0.67 0.35 0.55 0.61 0.08 0.46 0.57 0.15 Avail Cap(c_a), veh/h 385 455 381 400 491 396 628 1797 799 382 1612 699 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.6 42.0 38.6 31.0 40.5 37.9 11.5 19.9 14.5 14.2 2.8 2.6 Incr Delay (d2), s/veh 1.2 4.0 0.5 1.8 2.2 0.7 1.0 1.5 0.2 1.0 1.5 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 4.2 7.1 2.0 5.0 6.7 2.6 4.0 12.1 1.1 2.4 2.6 0.4 LnGrp Delay(d),s/veh 32.9 45.9 39.1 32.8 42.6 38.6 12.4 21.4 14.7 15.3 4.3 3.1 LnGrp LOS CDDCDDBCBBAA Approach Vol, veh/h 493 541 1434 1181 Approach Delay, s/veh 40.3 38.2 19.4 5.6 Approach LOS D D B A Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.3 67.0 15.6 23.1 10.9 70.5 14.1 24.5 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 18.0 43.0 15.0 24.0 10.0 51.0 13.0 * 26 Max Q Clear Time (g_c+I1), s 9.8 7.1 11.4 14.6 6.8 25.1 10.1 14.1 Green Ext Time (p_c), s 0.6 12.8 0.2 1.6 0.1 11.4 0.1 1.8 Intersection Summary HCM 2010 Ctrl Delay 20.5 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 62 Timing Report, Sorted By Phase Long Background PM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 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) 22 49 19 30 14 57 17 32 Maximum Split (%) 18.3% 40.8% 15.8% 25.0% 11.7% 47.5% 14.2% 26.7% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 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) 7777 Flash Dont Walk (s) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 99 1 50 69 99 113 50 67 End Time (s) 1 50 69 99 113 50 67 99 Yield/Force Off (s) 117 44 65 93 109 44 63 93.5 Yield/Force Off 170(s) 117 27 65 80 109 27 63 81.5 Local Start Time (s) 55 77 6 25 55 69 6 23 Local Yield (s) 73 0 21 49 65 0 19 49.5 Local Yield 170(s) 73 103 21 36 65 103 19 37.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 44 (37%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 63 HCM 2010 TWSC Long Background AM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 15.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 10 25 35 20 10 5 55 630 70 10 1445 30 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 - - 150 - - 150 150 - 150 150 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 26 37 21 11 5 58 663 74 11 1521 32 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1995 2321 761 1574 2321 332 1521 0 0 663 0 0 Stage 1 1542 1542 - 779 779 - - - - - - - Stage 2 453 779 - 795 1542 - - - - - - - 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 36 37 348 74 37 664 435 - - 922 - - Stage 1 120 175 - 355 404 - - - - - - - Stage 2 556 404 - 347 175 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 24 32 348 ~ 19 32 664 435 - - 922 - - Mov Cap-2 Maneuver 24 32 - ~ 19 32 - - - - - - - Stage 1 104 173 - 308 350 - - - - - - - Stage 2 464 350 - 260 173 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 239.9 $ 521.1 1.1 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 435 - - 29 348 22 664 922 - - HCM Lane V/C Ratio 0.133 - - 1.27 0.106 1.435 0.008 0.011 - - HCM Control Delay (s) 14.5 - -$ 463.2 16.6$ 606.2 10.5 9 - - HCM Lane LOS B - - F C F B A - - HCM 95th %tile Q(veh) 0.5 - - 4.2 0.4 4.1 0 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 64 Lanes and Geometrics Long Background AM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 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) 0 150 0 150 150 150 150 150 Storage Lanes 0 1 0 1 1 1 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 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor Frt 0.850 0.850 0.850 0.850 Flt Protected 0.985 0.968 0.950 0.950 Satd. Flow (prot) 0 1835 1583 0 1803 1583 1770 3539 1583 1770 3539 1583 Flt Permitted 0.985 0.968 0.950 0.950 Satd. Flow (perm) 0 1835 1583 0 1803 1583 1770 3539 1583 1770 3539 1583 Link Speed (mph) 30 30 30 30 Link Distance (ft) 590 866 540 1334 Travel Time (s) 13.4 19.7 12.3 30.3 Intersection Summary Area Type: Other 65 HCM 2010 TWSC Long Background PM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 18.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 15 10 70 25 30 20 35 1400 75 10 1030 20 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 150 - - 150 - - 150 - 150 150 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 11 74 26 32 21 37 1474 79 11 1084 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1931 2652 542 2115 2652 737 1084 0 0 1474 0 0 Stage 1 1105 1105 - 1547 1547 - - - - - - - Stage 2 826 1547 - 568 1105 - - - - - - - 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 40 23 485 29 ~ 23 361 639 - - 453 - - Stage 1 225 285 - 119 174 - - - - - - - Stage 2 332 174 - 475 285 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - 21 485 ~ 14 ~ 21 361 639 - - 453 - - Mov Cap-2 Maneuver - 21 - ~ 14 ~ 21 - - - - - - - Stage 1 212 278 - 112 164 - - - - - - - Stage 2 238 164 - 378 278 - - - - - - - Approach EB WB NB SB HCM Control Delay, s $ 677.2 0.3 0.1 HCM LOS - F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 639 - - - 129 14 34 453 - - HCM Lane V/C Ratio 0.058 - - - 0.653 1.88 1.548 0.023 - - HCM Control Delay (s) 11 - - - 74.4$ 966.7$ 532.4 13.1 - - HCM Lane LOS B - - - F F F B - - HCM 95th %tile Q(veh) 0.2 - - - 3.5 4 5.8 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 66 Lanes and Geometrics Long Background PM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 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) 0 150 0 150 150 150 150 150 Storage Lanes 0 1 0 1 1 1 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 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor Frt 0.850 0.850 0.850 0.850 Flt Protected 0.971 0.970 0.950 0.950 Satd. Flow (prot) 0 1809 1583 0 1807 1583 1770 3539 1583 1770 3539 1583 Flt Permitted 0.971 0.970 0.950 0.950 Satd. Flow (perm) 0 1809 1583 0 1807 1583 1770 3539 1583 1770 3539 1583 Link Speed (mph) 30 30 30 30 Link Distance (ft) 590 866 540 1334 Travel Time (s) 13.4 19.7 12.3 30.3 Intersection Summary Area Type: Other 67 HCM 2010 Signalized Intersection Summary Long Background AM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 10 245 50 160 270 30 115 395 30 25 890 30 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 0.98 1.00 0.98 1.00 0.97 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 1882 1863 1863 1882 1788 1863 1937 1863 1863 1937 1863 Adj Flow Rate, veh/h 11 258 53 168 284 32 121 416 32 26 937 32 Adj No. of Lanes 111111121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 252252222222 Cap, veh/h 269 381 316 328 532 423 350 1873 786 508 1758 737 Arrive On Green 0.02 0.20 0.20 0.10 0.28 0.28 0.02 0.17 0.17 0.03 0.48 0.48 Sat Flow, veh/h 1774 1882 1561 1774 1882 1497 1774 3681 1545 1774 3681 1542 Grp Volume(v), veh/h 11 258 53 168 284 32 121 416 32 26 937 32 Grp Sat Flow(s),veh/h/ln 1774 1882 1561 1774 1882 1497 1774 1840 1545 1774 1840 1542 Q Serve(g_s), s 0.5 13.2 2.9 7.4 13.3 1.6 3.4 10.2 1.8 0.8 18.6 1.2 Cycle Q Clear(g_c), s 0.5 13.2 2.9 7.4 13.3 1.6 3.4 10.2 1.8 0.8 18.6 1.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 269 381 316 328 532 423 350 1873 786 508 1758 737 V/C Ratio(X) 0.04 0.68 0.17 0.51 0.53 0.08 0.35 0.22 0.04 0.05 0.53 0.04 Avail Cap(c_a), veh/h 353 533 442 388 660 525 429 1873 786 574 1758 737 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.8 38.4 34.3 27.8 31.6 27.4 14.3 25.5 22.0 13.0 19.1 14.5 Incr Delay (d2), s/veh 0.1 7.4 0.9 1.2 3.0 0.3 0.6 0.3 0.1 0.0 1.2 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 0.2 7.7 1.3 3.7 7.3 0.7 1.7 5.3 0.8 0.4 9.7 0.5 LnGrp Delay(d),s/veh 31.9 45.8 35.2 29.0 34.6 27.7 14.9 25.8 22.1 13.1 20.2 14.6 LnGrp LOS CDDCCCBCCBCB Approach Vol, veh/h 322 484 569 995 Approach Delay, s/veh 43.6 32.2 23.3 19.8 Approach LOS D C C B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.4 69.6 14.5 25.6 7.1 72.8 6.1 33.9 Change Period (Y+Rc), s 5.0 * 5 5.0 5.5 5.0 5.0 5.0 5.5 Max Green Setting (Gmax), s 10.0 * 48 13.0 28.5 6.0 52.0 6.0 35.5 Max Q Clear Time (g_c+I1), s 5.4 20.6 9.4 15.2 2.8 12.2 2.5 15.3 Green Ext Time (p_c), s 0.1 17.9 0.1 4.9 0.0 22.7 0.0 6.1 Intersection Summary HCM 2010 Ctrl Delay 26.4 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 68 Timing Report, Sorted By Phase Long Background AM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 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) 15 53 18 34 11 57 11 41 Maximum Split (%) 12.5% 44.2% 15.0% 28.3% 9.2% 47.5% 9.2% 34.2% Minimum Split (s) 11 21.5 11 22.5 11 22 11 22.5 Yellow Time (s) 3 3.5 3 4 3 3.5 3 4.5 All-Red Time (s) 2 1 2 1.5 2 1.5 2 1 Minimum Initial (s) 47474747 Vehicle Extension (s) 36363636 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 52 67 0 18 52 63 0 11 End Time (s) 67 0 18 52 63 0 11 52 Yield/Force Off (s) 62 115.5 13 46.5 58 115 6 46.5 Yield/Force Off 170(s) 62 105.5 13 36.5 58 105 6 36.5 Local Start Time (s) 52 67 0 18 52 63 0 11 Local Yield (s) 62 115.5 13 46.5 58 115 6 46.5 Local Yield 170(s) 62 105.5 13 36.5 58 105 6 36.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 69 HCM 2010 Signalized Intersection Summary Long Background PM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 30 375 70 75 270 30 90 885 150 25 665 15 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 0.99 1.00 0.98 1.00 0.97 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 1882 1863 1863 1882 1788 1863 1937 1863 1863 1937 1863 Adj Flow Rate, veh/h 32 395 74 79 284 32 95 932 158 26 700 16 Adj No. of Lanes 111111121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 252252222222 Cap, veh/h 313 530 440 245 571 454 403 1780 747 355 1694 710 Arrive On Green 0.03 0.28 0.28 0.05 0.30 0.30 0.11 0.97 0.97 0.03 0.46 0.46 Sat Flow, veh/h 1774 1882 1562 1774 1882 1497 1774 3681 1545 1774 3681 1542 Grp Volume(v), veh/h 32 395 74 79 284 32 95 932 158 26 700 16 Grp Sat Flow(s),veh/h/ln 1774 1882 1562 1774 1882 1497 1774 1840 1545 1774 1840 1542 Q Serve(g_s), s 1.4 20.7 3.9 3.3 13.5 1.7 3.0 1.8 0.5 0.8 13.8 0.6 Cycle Q Clear(g_c), s 1.4 20.7 3.9 3.3 13.5 1.7 3.0 1.8 0.5 0.8 13.8 0.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 313 530 440 245 571 454 403 1780 747 355 1694 710 V/C Ratio(X) 0.10 0.75 0.17 0.32 0.50 0.07 0.24 0.52 0.21 0.07 0.41 0.02 Avail Cap(c_a), veh/h 371 684 568 264 684 544 425 1780 747 418 1694 710 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.7 35.5 29.4 27.1 31.0 26.9 13.6 1.0 0.9 14.4 19.5 16.0 Incr Delay (d2), s/veh 0.1 7.7 0.7 0.8 2.4 0.2 0.3 1.1 0.6 0.1 0.7 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 0.7 11.9 1.7 1.7 7.3 0.7 1.4 0.9 0.3 0.4 7.2 0.3 LnGrp Delay(d),s/veh 26.8 43.1 30.1 27.8 33.5 27.2 13.9 2.1 1.6 14.5 20.3 16.1 LnGrp LOS CDCCCCBAABCB Approach Vol, veh/h 501 395 1185 742 Approach Delay, s/veh 40.2 31.8 3.0 20.0 Approach LOS D C A B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.7 65.3 9.9 35.1 7.2 67.9 7.5 37.5 Change Period (Y+Rc), s 5.0 * 5 5.0 5.5 5.0 5.0 5.0 5.5 Max Green Setting (Gmax), s 6.0 * 49 6.0 38.5 6.0 49.0 6.0 38.5 Max Q Clear Time (g_c+I1), s 5.0 15.8 5.3 22.7 2.8 3.8 3.4 15.5 Green Ext Time (p_c), s 0.0 25.1 0.0 6.8 0.0 31.6 0.0 8.4 Intersection Summary HCM 2010 Ctrl Delay 18.1 HCM 2010 LOS B Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 70 Timing Report, Sorted By Phase Long Background PM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 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 54 11 44 11 54 11 44 Maximum Split (%) 9.2% 45.0% 9.2% 36.7% 9.2% 45.0% 9.2% 36.7% Minimum Split (s) 11 21.5 11 22.5 11 22 11 22.5 Yellow Time (s) 3 3.5 3 4 3 3.5 3 4.5 All-Red Time (s) 2 1 2 1.5 2 1.5 2 1 Minimum Initial (s) 47474747 Vehicle Extension (s) 36363636 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 55 66 0 11 55 66 0 11 End Time (s) 66 0 11 55 66 0 11 55 Yield/Force Off (s) 61 115.5 6 49.5 61 115 6 49.5 Yield/Force Off 170(s) 61 105.5 6 39.5 61 105 6 39.5 Local Start Time (s) 55 66 0 11 55 66 0 11 Local Yield (s) 61 115.5 6 49.5 61 115 6 49.5 Local Yield 170(s) 61 105.5 6 39.5 61 105 6 39.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 71 HCM Signalized Intersection Capacity Analysis Long Background AM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 315 185 10 5 165 145 15 5 5 85 5 165 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 Frt 1.00 0.94 0.97 0.91 Flt Protected 0.97 1.00 0.97 0.98 Satd. Flow (prot) 1802 1746 1760 1672 Flt Permitted 0.64 0.99 0.83 0.89 Satd. Flow (perm) 1195 1736 1507 1508 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 332 195 11 5 174 153 16 5 5 89 5 174 RTOR Reduction (vph) 01003800400 1050 Lane Group Flow (vph) 0 537 0 0 294 0 0 22 0 0 163 0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Protected Phases 7 4862 Permitted Phases 4862 Actuated Green, G (s) 34.6 34.6 15.4 15.4 Effective Green, g (s) 35.6 35.6 16.4 16.4 Actuated g/C Ratio 0.59 0.59 0.27 0.27 Clearance Time (s) 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 709 1030 411 412 v/s Ratio Prot v/s Ratio Perm c0.45 0.17 0.01 c0.11 v/c Ratio 0.76 0.29 0.05 0.39 Uniform Delay, d1 9.0 6.0 16.1 17.8 Progression Factor 1.26 1.00 1.00 1.00 Incremental Delay, d2 4.4 0.2 0.3 2.8 Delay (s) 15.8 6.1 16.3 20.6 Level of Service B A B C Approach Delay (s) 15.8 6.1 16.3 20.6 Approach LOS B A B C Intersection Summary HCM 2000 Control Delay 14.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.70 Actuated Cycle Length (s) 60.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 71.4% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase Long Background AM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 Phase Number 24678 Movement SBTL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None Max None None Maximum Split (s) 18 42 18 11 31 Maximum Split (%) 30.0% 70.0% 30.0% 18.3% 51.7% Minimum Split (s) 15 15 15 11 15 Yellow Time (s) 33333 All-Red Time (s) 22222 Minimum Initial (s) 44444 Vehicle Extension (s) 33333 Minimum Gap (s) 33333 Time Before Reduce (s) 00000 Time To Reduce (s) 00000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Start Time (s) 42 0 42 0 11 End Time (s) 0 42 0 11 42 Yield/Force Off (s) 55 37 55 6 37 Yield/Force Off 170(s) 55 37 55 6 37 Local Start Time (s) 42 0 42 0 11 Local Yield (s) 55 37 55 6 37 Local Yield 170(s) 55 37 55 6 37 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 0 (0%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 6: Buffalo Run/International & Lincoln HCM Signalized Intersection Capacity Analysis Long Background PM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 190 265 30 10 440 90 20 5 5 105 5 210 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 0.97 0.98 0.91 Flt Protected 0.95 1.00 0.95 1.00 0.97 0.98 Satd. Flow (prot) 1770 1834 1770 1815 1762 1670 Flt Permitted 0.16 1.00 0.57 1.00 0.79 0.89 Satd. Flow (perm) 292 1834 1064 1815 1439 1504 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 200 279 32 11 463 95 21 5 5 111 5 221 RTOR Reduction (vph) 07001300300 1100 Lane Group Flow (vph) 200 304 0 11 545 0 0 28 0 0 227 0 Turn Type pm+pt NA Perm NA Perm NA Perm NA Protected Phases 7 4862 Permitted Phases 4862 Actuated Green, G (s) 31.5 31.5 20.5 20.5 18.5 18.5 Effective Green, g (s) 32.5 32.5 21.5 21.5 19.5 19.5 Actuated g/C Ratio 0.54 0.54 0.36 0.36 0.32 0.32 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 330 993 381 650 467 488 v/s Ratio Prot c0.07 0.17 c0.30 v/s Ratio Perm 0.26 0.01 0.02 c0.15 v/c Ratio 0.61 0.31 0.03 0.84 0.06 0.47 Uniform Delay, d1 10.3 7.6 12.5 17.7 13.9 16.1 Progression Factor 2.81 1.09 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.8 0.2 0.0 9.3 0.2 3.2 Delay (s) 31.7 8.4 12.5 27.0 14.2 19.3 Level of Service C A B C B B Approach Delay (s) 17.5 26.7 14.2 19.3 Approach LOS B C B B Intersection Summary HCM 2000 Control Delay 21.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.66 Actuated Cycle Length (s) 60.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 68.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Timing Report, Sorted By Phase Long Background PM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 Phase Number 24678 Movement SBTL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None Max None None Maximum Split (s) 22 38 22 11 27 Maximum Split (%) 36.7% 63.3% 36.7% 18.3% 45.0% Minimum Split (s) 15 15 15 11 15 Yellow Time (s) 33333 All-Red Time (s) 22222 Minimum Initial (s) 44444 Vehicle Extension (s) 33333 Minimum Gap (s) 33333 Time Before Reduce (s) 00000 Time To Reduce (s) 00000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Start Time (s) 38 0 38 0 11 End Time (s) 0 38 0 11 38 Yield/Force Off (s) 55 33 55 6 33 Yield/Force Off 170(s) 55 33 55 6 33 Local Start Time (s) 38 0 38 0 11 Local Yield (s) 55 33 55 6 33 Local Yield 170(s) 55 33 55 6 33 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 0 (0%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 6: Buffalo Run/International & Lincoln HCM 2010 TWSC Long Background AM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 21 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 315 185 10 5 165 145 15 5 5 85 5 165 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 332 195 11 5 174 153 16 5 5 89 5 174 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 326 0 0 205 0 0 1213 1200 200 1129 1129 250 Stage 1 - - - - - - 863 863 - 261 261 - Stage 2 - - - - - - 350 337 - 868 868 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1234 - - 1366 - - 159 185 841 181 204 789 Stage 1 - - - - - - 349 372 - 744 692 - Stage 2 - - - - - - 666 641 - 347 370 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1234 - - 1366 - - 92 128 841 133 141 789 Mov Cap-2 Maneuver - - - - - - 92 128 - 133 141 - Stage 1 - - - - - - 243 259 - 518 689 - Stage 2 - - - - - - 513 638 - 235 258 - Approach EB WB NB SB HCM Control Delay, s 5.6 0.1 43.2 75.3 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 120 1234 - - 1366 - - 289 HCM Lane V/C Ratio 0.219 0.269 - - 0.004 - - 0.929 HCM Control Delay (s) 43.2 9 0 - 7.6 0 - 75.3 HCM Lane LOS E A A - A A - F HCM 95th %tile Q(veh) 0.8 1.1 - - 0 - - 8.8 72 Lanes and Geometrics Long Background AM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 8 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.997 0.938 0.974 0.912 Flt Protected 0.970 0.999 0.970 0.984 Satd. Flow (prot) 0 1801 0 0 1746 0 0 1760 0 0 1672 0 Flt Permitted 0.970 0.999 0.970 0.984 Satd. Flow (perm) 0 1801 0 0 1746 0 0 1760 0 0 1672 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 345 785 379 617 Travel Time (s) 6.7 15.3 8.6 14.0 Intersection Summary Area Type: Other 73 HCM 2010 TWSC Long Background PM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 50.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 190 265 30 10 440 90 20 5 5 105 5 210 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 200 279 32 11 463 95 21 5 5 111 5 221 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 558 0 0 311 0 0 1340 1274 295 1232 1243 511 Stage 1 - - - - - - 695 695 - 532 532 - Stage 2 - - - - - - 645 579 - 700 711 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1013 - - 1249 - - 130 167 744 154 174 563 Stage 1 - - - - - - 433 444 - 531 526 - Stage 2 - - - - - - 461 501 - 430 436 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1013 - - 1249 - - 65 133 744 125 138 563 Mov Cap-2 Maneuver - - - - - - 65 133 - 125 138 - Stage 1 - - - - - - 348 356 - 426 521 - Stage 2 - - - - - - 275 497 - 338 350 - Approach EB WB NB SB HCM Control Delay, s 3.7 0.1 70.5 205.8 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 85 1013 - - 1249 - - 256 HCM Lane V/C Ratio 0.372 0.197 - - 0.008 - - 1.316 HCM Control Delay (s) 70.5 9.4 - - 7.9 - - 205.8 HCM Lane LOS F A - - A - - F HCM 95th %tile Q(veh) 1.5 0.7 - - 0 - - 17.4 74 Lanes and Geometrics Long Background PM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 8 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.993 0.975 0.978 0.911 Flt Protected 0.976 0.999 0.967 0.984 Satd. Flow (prot) 0 1805 0 0 1814 0 0 1762 0 0 1670 0 Flt Permitted 0.976 0.999 0.967 0.984 Satd. Flow (perm) 0 1805 0 0 1814 0 0 1762 0 0 1670 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 345 785 379 617 Travel Time (s) 6.7 15.3 8.6 14.0 Intersection Summary Area Type: Other 75 HCM 2010 TWSC Long Background AM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 12 Intersection Int Delay, s/veh 2.2 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 235 40 65 300 15 80 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 247 42 68 316 16 84 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 289 0 721 268 Stage 1 - - - - 268 - Stage 2 - - - - 453 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1273 - 394 771 Stage 1 - - - - 777 - Stage 2 - - - - 640 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1273 - 368 771 Mov Cap-2 Maneuver - - - - 368 - Stage 1 - - - - 777 - Stage 2 - - - - 598 - Approach EB WB NB HCM Control Delay, s 0 1.4 11.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 657 - - 1273 - HCM Lane V/C Ratio 0.152 - - 0.054 - HCM Control Delay (s) 11.5 - - 8 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.5 - - 0.2 - 76 Lanes and Geometrics Long Background AM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 11 Lane Group EBT EBR WBL WBT NBL NBR 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 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.980 0.887 Flt Protected 0.991 0.992 Satd. Flow (prot) 1825 0 0 1846 1639 0 Flt Permitted 0.991 0.992 Satd. Flow (perm) 1825 0 0 1846 1639 0 Link Speed (mph) 35 35 30 Link Distance (ft) 785 763 404 Travel Time (s) 15.3 14.9 9.2 Intersection Summary Area Type: Other 77 HCM 2010 TWSC Long Background PM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 12 Intersection Int Delay, s/veh 11.4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 310 80 135 455 105 145 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 326 84 142 479 111 153 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 411 0 1131 368 Stage 1 - - - - 368 - Stage 2 - - - - 763 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1148 - 225 677 Stage 1 - - - - 700 - Stage 2 - - - - 460 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1148 - 187 677 Mov Cap-2 Maneuver - - - - 187 - Stage 1 - - - - 700 - Stage 2 - - - - 382 - Approach EB WB NB HCM Control Delay, s 0 2 51.2 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 322 - - 1148 - HCM Lane V/C Ratio 0.817 - - 0.124 - HCM Control Delay (s) 51.2 - - 8.6 0 HCM Lane LOS F - - A A HCM 95th %tile Q(veh) 6.9 - - 0.4 - 78 Lanes and Geometrics Long Background PM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 11 Lane Group EBT EBR WBL WBT NBL NBR 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 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.972 0.922 Flt Protected 0.989 0.979 Satd. Flow (prot) 1811 0 0 1842 1681 0 Flt Permitted 0.989 0.979 Satd. Flow (perm) 1811 0 0 1842 1681 0 Link Speed (mph) 35 35 30 Link Distance (ft) 785 763 404 Travel Time (s) 15.3 14.9 9.2 Intersection Summary Area Type: Other 79 HCM 2010 TWSC Long Background AM 8: International & Webster City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 14 Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 5 5 445 20 10 250 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 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 5 468 21 11 263 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 763 479 0 0 489 0 Stage 1 479 - - - - - Stage 2 284 - - - - - 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 372 587 - - 1074 - Stage 1 623 - - - - - Stage 2 764 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 368 587 - - 1074 - Mov Cap-2 Maneuver 368 - - - - - Stage 1 623 - - - - - Stage 2 756 - - - - - Approach WB NB SB HCM Control Delay, s 13.2 0 0.3 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 452 1074 - HCM Lane V/C Ratio - - 0.023 0.01 - HCM Control Delay (s) - - 13.2 8.4 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.1 0 - 80 Lanes and Geometrics Long Background AM 8: International & Webster City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 13 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) 0 0 0 100 Storage Lanes 1 0 0 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 0.932 0.994 Flt Protected 0.976 0.950 Satd. Flow (prot) 1694 0 1852 0 1770 1863 Flt Permitted 0.976 0.950 Satd. Flow (perm) 1694 0 1852 0 1770 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 725 617 505 Travel Time (s) 16.5 14.0 11.5 Intersection Summary Area Type: Other 81 HCM 2010 TWSC Long Background PM 8: International & Webster City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 14 Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 30 15 355 35 5 335 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 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 32 16 374 37 5 353 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 755 392 0 0 411 0 Stage 1 392 - - - - - Stage 2 363 - - - - - 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 376 657 - - 1148 - Stage 1 683 - - - - - Stage 2 704 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 374 657 - - 1148 - Mov Cap-2 Maneuver 374 - - - - - Stage 1 683 - - - - - Stage 2 701 - - - - - Approach WB NB SB HCM Control Delay, s 14.2 0 0.1 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 437 1148 - HCM Lane V/C Ratio - - 0.108 0.005 - HCM Control Delay (s) - - 14.2 8.2 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.4 0 - 82 Lanes and Geometrics Long Background PM 8: International & Webster City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 13 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) 0 0 0 100 Storage Lanes 1 0 0 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 0.955 0.988 Flt Protected 0.968 0.950 Satd. Flow (prot) 1722 0 1840 0 1770 1863 Flt Permitted 0.968 0.950 Satd. Flow (perm) 1722 0 1840 0 1770 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 725 617 505 Travel Time (s) 16.5 14.0 11.5 Intersection Summary Area Type: Other 83 HCM 2010 TWSC Long Background AM 10: International & Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 3.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 80 20 15 5 10 10 10 425 20 15 250 20 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 150 - - 150 - - 150 - - 150 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 84 21 16 5 11 11 11 447 21 16 263 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 784 784 263 792 774 458 263 0 0 468 0 0 Stage 1 295 295 - 479 479 - - - - - - - Stage 2 489 489 - 313 295 - - - - - - - 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 311 325 776 307 329 603 1301 - - 1094 - - Stage 1 713 669 - 568 555 - - - - - - - Stage 2 561 549 - 698 669 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 293 318 776 281 321 603 1301 - - 1094 - - Mov Cap-2 Maneuver 293 318 - 281 321 - - - - - - - Stage 1 707 659 - 563 550 - - - - - - - Stage 2 536 544 - 652 659 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 19.8 14.8 0.2 0.4 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1301 - - 293 426 281 419 1094 - - HCM Lane V/C Ratio 0.008 - - 0.287 0.086 0.019 0.05 0.014 - - HCM Control Delay (s) 7.8 - - 22.2 14.2 18.1 14 8.3 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0 - - 1.2 0.3 0.1 0.2 0 - - 84 Lanes and Geometrics Long Background AM 10: International & Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 15 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) 150 0 150 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 0.971 0.925 0.993 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1809 0 1770 1723 0 1770 1850 0 1770 1863 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1809 0 1770 1723 0 1770 1850 0 1770 1863 1583 Link Speed (mph) 30 30 30 30 Link Distance (ft) 414 1093 383 1126 Travel Time (s) 9.4 24.8 8.7 25.6 Intersection Summary Area Type: Other 85 HCM 2010 TWSC Long Background PM 10: International & Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 90 10 5 20 20 20 5 275 10 5 285 50 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 150 - - 150 - - 150 - - 150 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 95 11 5 21 21 21 5 289 11 5 300 53 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 637 622 300 623 616 295 300 0 0 300 0 0 Stage 1 311 311 - 305 305 - - - - - - - Stage 2 326 311 - 318 311 - - - - - - - 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 390 403 740 398 406 744 1261 - - 1261 - - Stage 1 699 658 - 705 662 - - - - - - - Stage 2 687 658 - 693 658 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 362 400 740 385 403 744 1261 - - 1261 - - Mov Cap-2 Maneuver 362 400 - 385 403 - - - - - - - Stage 1 696 655 - 702 659 - - - - - - - Stage 2 644 655 - 674 655 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 17.6 13.3 0.1 0.1 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1261 - - 362 472 385 523 1261 - - HCM Lane V/C Ratio 0.004 - - 0.262 0.033 0.055 0.081 0.004 - - HCM Control Delay (s) 7.9 - - 18.4 12.9 14.9 12.5 7.9 - - HCM Lane LOS A - - C BBBA-- HCM 95th %tile Q(veh) 0 - - 1 0.1 0.2 0.3 0 - - 86 Lanes and Geometrics Long Background PM 10: International & Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 15 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) 150 0 150 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 0.911 0.925 0.994 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1697 0 1770 1723 0 1770 1852 0 1770 1863 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1697 0 1770 1723 0 1770 1852 0 1770 1863 1583 Link Speed (mph) 30 30 30 30 Link Distance (ft) 414 1093 383 1126 Travel Time (s) 9.4 24.8 8.7 25.6 Intersection Summary Area Type: Other 87 APPENDIX G 88 HCM 2010 Signalized Intersection Summary Short Total AM 1: Lemay & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 44 178 136 117 164 108 191 362 69 154 615 121 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 1.00 0.99 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1900 Adj Flow Rate, veh/h 52 209 0 138 193 3 225 426 23 181 724 135 Adj No. of Lanes 111111111110 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 240 265 225 245 327 264 365 1099 932 612 852 159 Arrive On Green 0.04 0.14 0.00 0.07 0.17 0.17 0.08 0.57 0.57 0.10 0.75 0.75 Sat Flow, veh/h 1845 1937 1647 1845 1937 1565 1845 1937 1642 1774 1521 284 Grp Volume(v), veh/h 52 209 0 138 193 3 225 426 23 181 0 859 Grp Sat Flow(s),veh/h/ln 1845 1937 1647 1845 1937 1565 1845 1937 1642 1774 0 1805 Q Serve(g_s), s 2.5 11.2 0.0 6.7 9.8 0.2 5.4 13.1 0.7 4.5 0.0 35.4 Cycle Q Clear(g_c), s 2.5 11.2 0.0 6.7 9.8 0.2 5.4 13.1 0.7 4.5 0.0 35.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.16 Lane Grp Cap(c), veh/h 240 265 225 245 327 264 365 1099 932 612 0 1011 V/C Ratio(X) 0.22 0.79 0.00 0.56 0.59 0.01 0.62 0.39 0.02 0.30 0.00 0.85 Avail Cap(c_a), veh/h 299 308 261 245 327 264 376 1099 932 667 0 1011 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 37.3 44.7 0.0 35.2 41.1 37.1 16.8 12.8 10.2 8.7 0.0 10.5 Incr Delay (d2), s/veh 0.4 11.2 0.0 3.0 2.8 0.0 2.9 1.0 0.0 0.3 0.0 8.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 6.8 0.0 3.6 5.5 0.1 3.5 7.3 0.3 2.2 0.0 19.4 LnGrp Delay(d),s/veh 37.7 55.9 0.0 38.2 43.9 37.1 19.7 13.9 10.2 9.0 0.0 19.4 LnGrp LOS D E D D D BBBA B Approach Vol, veh/h 261 334 674 1040 Approach Delay, s/veh 52.3 41.5 15.7 17.6 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.4 67.9 11.0 19.7 10.7 68.7 7.6 23.1 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 8.0 59.0 7.0 16.0 10.0 57.0 7.0 * 16 Max Q Clear Time (g_c+I1), s 7.4 37.4 8.7 13.2 6.5 15.1 4.5 11.8 Green Ext Time (p_c), s 0.0 5.6 0.0 0.2 0.2 6.1 0.0 0.5 Intersection Summary HCM 2010 Ctrl Delay 24.4 HCM 2010 LOS C Notes User approved pedestrian interval to be less than phase max green. 89 Timing Report, Sorted By Phase Short Total AM 1: Lemay & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 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) 12 65 11 22 14 63 11 22 Maximum Split (%) 10.9% 59.1% 10.0% 20.0% 12.7% 57.3% 10.0% 20.0% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 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) 7777 Flash Dont Walk (s) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 20 32 97 108 20 34 97 108 End Time (s) 32 97 108 20 34 97 108 20 Yield/Force Off (s) 28 91 104 14 30 91 104 14.5 Yield/Force Off 170(s) 28 74 104 1 30 74 104 2.5 Local Start Time (s) 39 51 6 17 39 53 6 17 Local Yield (s) 47 0 13 33 49 0 13 33.5 Local Yield 170(s) 47 93 13 20 49 93 13 21.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 105 Offset: 91 (83%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 90 HCM 2010 Signalized Intersection Summary Short Total PM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 168 279 230 144 311 236 270 808 125 146 693 86 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 0.98 1.00 0.99 1.00 0.97 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1900 Adj Flow Rate, veh/h 187 310 59 160 346 89 300 898 86 162 770 92 Adj No. of Lanes 111111111110 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 218 398 331 242 398 319 533 1016 859 245 853 102 Arrive On Green 0.07 0.21 0.21 0.07 0.21 0.21 0.07 0.52 0.52 0.13 1.00 1.00 Sat Flow, veh/h 1845 1937 1615 1845 1937 1552 1845 1937 1637 1774 1627 194 Grp Volume(v), veh/h 187 310 59 160 346 89 300 898 86 162 0 862 Grp Sat Flow(s),veh/h/ln 1845 1937 1615 1845 1937 1552 1845 1937 1637 1774 0 1822 Q Serve(g_s), s 8.0 17.9 3.6 8.0 20.4 5.7 8.0 48.6 3.1 5.0 0.0 0.0 Cycle Q Clear(g_c), s 8.0 17.9 3.6 8.0 20.4 5.7 8.0 48.6 3.1 5.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.11 Lane Grp Cap(c), veh/h 218 398 331 242 398 319 533 1016 859 245 0 955 V/C Ratio(X) 0.86 0.78 0.18 0.66 0.87 0.28 0.56 0.88 0.10 0.66 0.00 0.90 Avail Cap(c_a), veh/h 218 426 355 242 426 341 533 1016 859 246 0 955 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 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 39.9 44.5 38.8 36.1 45.5 39.6 11.9 24.9 14.1 22.5 0.0 0.0 Incr Delay (d2), s/veh 27.4 8.5 0.3 6.5 16.7 0.5 1.4 11.1 0.2 6.4 0.0 13.4 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 3.7 10.5 1.6 4.5 12.8 2.5 4.7 29.1 1.5 3.0 0.0 3.6 LnGrp Delay(d),s/veh 67.3 52.9 39.0 42.7 62.1 40.1 13.3 36.1 14.4 28.9 0.0 13.4 LnGrp LOS E D D D E D B D B C B Approach Vol, veh/h 556 595 1284 1024 Approach Delay, s/veh 56.3 53.6 29.3 15.9 Approach LOS E D C B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 68.7 11.0 29.3 11.0 68.8 11.0 29.3 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 7.0 61.0 7.0 25.0 7.0 61.0 7.0 * 25 Max Q Clear Time (g_c+I1), s 10.0 2.0 10.0 19.9 7.0 50.6 10.0 22.4 Green Ext Time (p_c), s 0.0 10.8 0.0 1.4 0.0 5.9 0.0 0.8 Intersection Summary HCM 2010 Ctrl Delay 33.8 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 91 Timing Report, Sorted By Phase Short Total PM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 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 67 11 31 11 67 11 31 Maximum Split (%) 9.2% 55.8% 9.2% 25.8% 9.2% 55.8% 9.2% 25.8% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 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) 7777 Flash Dont Walk (s) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 92 103 50 61 92 103 50 61 End Time (s) 103 50 61 92 103 50 61 92 Yield/Force Off (s) 99 44 57 86 99 44 57 86.5 Yield/Force Off 170(s) 99 27 57 73 99 27 57 74.5 Local Start Time (s) 48 59 6 17 48 59 6 17 Local Yield (s) 55 0 13 42 55 0 13 42.5 Local Yield 170(s) 55 103 13 29 55 103 13 30.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 115 Offset: 44 (37%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 92 HCM 2010 TWSC Short Total AM 3: Lemay & Buckingham City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 3 5 24 4 0 0 41 400 54 0 838 22 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 6 28 5 0 0 48 471 64 0 986 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1598 1630 999 1615 1611 502 1012 0 0 534 0 0 Stage 1 999 999 - 599 599 - - - - - - - Stage 2 599 631 - 1016 1012 - - - - - - - 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 86 102 295 83 104 569 685 - - 1034 - - Stage 1 293 321 - 488 490 - - - - - - - Stage 2 488 474 - 287 317 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 79 92 295 66 93 569 685 - - 1034 - - Mov Cap-2 Maneuver 79 92 - 66 93 - - - - - - - Stage 1 263 321 - 439 441 - - - - - - - Stage 2 439 426 - 255 317 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 29.5 63.7 0.9 0 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 685 - - 184 66 1034 - - HCM Lane V/C Ratio 0.07 - - 0.205 0.071 - - - HCM Control Delay (s) 10.7 0 - 29.5 63.7 0 - - HCM Lane LOS B A - D F A - - HCM 95th %tile Q(veh) 0.2 - - 0.7 0.2 0 - - 93 Lanes and Geometrics Short Total AM 3: Lemay & Buckingham City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 5 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.901 0.985 0.997 Flt Protected 0.995 0.950 0.996 Satd. Flow (prot) 0 1670 0 0 1770 0 0 1827 0 0 1857 0 Flt Permitted 0.995 0.950 0.996 Satd. Flow (perm) 0 1670 0 0 1770 0 0 1827 0 0 1857 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 605 715 659 1365 Travel Time (s) 13.8 16.3 15.0 31.0 Intersection Summary Area Type: Other 94 HCM 2010 TWSC Short Total PM 3: Lemay & Buckingham City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 7 52 5 2 0 24 1040 12 0 838 9 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 - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 7 54 5 2 0 25 1083 12 0 873 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2019 2024 878 2048 2022 1090 882 0 0 1096 0 0 Stage 1 878 878 - 1140 1140 - - - - - - - Stage 2 1141 1146 - 908 882 - - - - - - - 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 43 58 347 41 58 262 767 - - 637 - - Stage 1 343 366 - 244 276 - - - - - - - Stage 2 244 274 - 330 364 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 39 53 347 29 53 262 767 - - 637 - - Mov Cap-2 Maneuver 39 53 - 29 53 - - - - - - - Stage 1 314 366 - 224 253 - - - - - - - Stage 2 222 251 - 273 364 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 44.3 142.7 0.2 0 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 767 - - 156 33 637 - - HCM Lane V/C Ratio 0.033 - - 0.427 0.221 - - - HCM Control Delay (s) 9.9 0 - 44.3 142.7 0 - - HCM Lane LOS A A - E F A - - HCM 95th %tile Q(veh) 0.1 - - 1.9 0.7 0 - - 95 Lanes and Geometrics Short Total PM 3: Lemay & Buckingham City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 5 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.890 0.999 0.999 Flt Protected 0.996 0.966 0.999 Satd. Flow (prot) 0 1651 0 0 1799 0 0 1859 0 0 1861 0 Flt Permitted 0.996 0.966 0.999 Satd. Flow (perm) 0 1651 0 0 1799 0 0 1859 0 0 1861 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 590 866 540 1334 Travel Time (s) 13.4 19.7 12.3 30.3 Intersection Summary Area Type: Other 96 HCM Signalized Intersection Capacity Analysis Short Total AM 4: Lemay & Vine City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 23 117 72 135 205 121 36 366 48 52 653 44 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.94 1.00 0.94 0.99 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 1955 1770 1940 1884 1961 Flt Permitted 0.17 1.00 0.42 1.00 0.89 0.93 Satd. Flow (perm) 313 1955 781 1940 1688 1837 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 27 138 85 159 241 142 42 431 56 61 768 52 RTOR Reduction (vph) 0 20 0 0 20 0040020 Lane Group Flow (vph) 27 203 0 159 363 0 0 525 0 0 879 0 Confl. Peds. (#/hr) 22 Confl. Bikes (#/hr) 2 4 9 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 22.8 22.8 22.8 22.8 76.7 77.2 Effective Green, g (s) 23.8 23.8 23.8 23.8 77.7 78.2 Actuated g/C Ratio 0.22 0.22 0.22 0.22 0.71 0.71 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 67 422 168 419 1192 1305 v/s Ratio Prot 0.10 0.19 v/s Ratio Perm 0.09 c0.20 0.31 c0.48 v/c Ratio 0.40 0.48 0.95 0.87 0.44 0.67 Uniform Delay, d1 37.0 37.7 42.5 41.6 6.9 8.8 Progression Factor 1.00 1.00 1.00 1.00 0.55 1.00 Incremental Delay, d2 3.9 0.9 53.3 17.0 1.1 2.8 Delay (s) 40.9 38.6 95.8 58.5 4.9 11.6 Level of Service D D F E A B Approach Delay (s) 38.8 69.5 4.9 11.6 Approach LOS D E A B Intersection Summary HCM 2000 Control Delay 27.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 85.3% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group 97 Timing Report, Sorted By Phase Short Total AM 4: Lemay & Vine City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 7 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 81 29 81 29 Maximum Split (%) 73.6% 26.4% 73.6% 26.4% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 76 47 76 47 End Time (s) 47 76 47 76 Yield/Force Off (s) 42.5 70.5 42 70.5 Yield/Force Off 170(s) 32.5 60.5 32 60.5 Local Start Time (s) 29 0 29 0 Local Yield (s) 105.5 23.5 105 23.5 Local Yield 170(s) 95.5 13.5 95 13.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 47 (43%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 98 HCM Signalized Intersection Capacity Analysis Short Total PM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 55 258 90 106 175 162 97 823 154 98 632 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.96 1.00 0.93 0.98 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.99 Satd. Flow (prot) 1770 1974 1770 1904 1873 1959 Flt Permitted 0.16 1.00 0.16 1.00 0.86 0.75 Satd. Flow (perm) 292 1974 292 1904 1622 1474 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 58 272 95 112 184 171 102 866 162 103 665 38 RTOR Reduction (vph) 0 10 0 0 28 0050010 Lane Group Flow (vph) 58 357 0 112 327 0 0 1125 0 0 805 0 Confl. Peds. (#/hr) 2 2 Confl. Bikes (#/hr) 2435 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 24.5 24.5 24.5 24.5 85.0 85.5 Effective Green, g (s) 25.5 25.5 25.5 25.5 86.0 86.5 Actuated g/C Ratio 0.21 0.21 0.21 0.21 0.72 0.72 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 62 419 62 404 1162 1062 v/s Ratio Prot 0.18 0.17 v/s Ratio Perm 0.20 c0.38 c0.69 0.55 v/c Ratio 0.94 0.85 1.81 0.81 0.97 0.76 Uniform Delay, d1 46.4 45.4 47.2 45.0 15.7 10.3 Progression Factor 1.00 1.00 1.00 1.00 0.60 1.00 Incremental Delay, d2 94.7 17.2 419.2 13.7 13.9 5.1 Delay (s) 141.1 62.7 466.5 58.6 23.3 15.4 Level of Service F E F E C B Approach Delay (s) 73.4 156.4 23.3 15.4 Approach LOS E F C B Intersection Summary HCM 2000 Control Delay 50.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.16 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 106.8% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group 99 Timing Report, Sorted By Phase Short Total PM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 6 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 90 30 90 30 Maximum Split (%) 75.0% 25.0% 75.0% 25.0% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 6666 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 43 13 43 13 End Time (s) 13 43 13 43 Yield/Force Off (s) 8.5 37.5 8 37.5 Yield/Force Off 170(s) 118.5 27.5 118 27.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 115.5 24.5 115 24.5 Local Yield 170(s) 105.5 14.5 105 14.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 100 HCM 2010 TWSC Short Total AM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 39 355 7 4 283 14 16 0 5 15 0 39 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 46 418 8 5 333 16 19 0 6 18 0 46 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 349 0 0 426 0 0 888 873 422 867 869 341 Stage 1 - - - - - - 514 514 - 351 351 - Stage 2 - - - - - - 374 359 - 516 518 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1210 - - 1133 - - 264 289 632 273 290 701 Stage 1 - - - - - - 543 535 - 666 632 - Stage 2 - - - - - - 647 627 - 542 533 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1210 - - 1133 - - 236 273 632 259 274 701 Mov Cap-2 Maneuver - - - - - - 236 273 - 259 274 - Stage 1 - - - - - - 516 508 - 633 629 - Stage 2 - - - - - - 602 624 - 510 506 - Approach EB WB NB SB HCM Control Delay, s 0.8 0.1 19.3 13.7 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 277 1210 - - 1133 - - 476 HCM Lane V/C Ratio 0.089 0.038 - - 0.004 - - 0.133 HCM Control Delay (s) 19.3 8.1 0 - 8.2 0 - 13.7 HCM Lane LOS C A A - A A - B HCM 95th %tile Q(veh) 0.3 0.1 - - 0 - - 0.5 101 Lanes and Geometrics Short Total AM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 12 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.998 0.994 0.968 0.903 Flt Protected 0.995 0.999 0.963 0.986 Satd. Flow (prot) 0 1850 0 0 1850 0 0 1736 0 0 1659 0 Flt Permitted 0.995 0.999 0.963 0.986 Satd. Flow (perm) 0 1850 0 0 1850 0 0 1736 0 0 1659 0 Link Speed (mph) 35 30 30 30 Link Distance (ft) 400 610 391 508 Travel Time (s) 7.8 13.9 8.9 11.5 Intersection Summary Area Type: Other 102 HCM 2010 TWSC Short Total PM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 101 421 28 10 571 17 18 0 1 20 0 58 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 87 87 87 87 90 87 90 87 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 112 484 32 11 656 19 21 0 1 22 0 64 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 675 0 0 516 0 0 1445 1422 500 1414 1430 666 Stage 1 - - - - - - 724 724 - 689 689 - Stage 2 - - - - - - 721 698 - 725 741 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 916 - - 1050 - - 110 136 571 115 135 459 Stage 1 - - - - - - 417 430 - 436 446 - Stage 2 - - - - - - 419 442 - 416 423 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 916 - - 1050 - - 81 111 571 98 110 459 Mov Cap-2 Maneuver - - - - - - 81 111 - 98 110 - Stage 1 - - - - - - 345 356 - 361 438 - Stage 2 - - - - - - 354 434 - 344 350 - Approach EB WB NB SB HCM Control Delay, s 1.7 0.1 61.4 28.8 HCM LOS F D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 85 916 - - 1050 - - 236 HCM Lane V/C Ratio 0.257 0.123 - - 0.011 - - 0.367 HCM Control Delay (s) 61.4 9.5 0 - 8.5 0 - 28.8 HCM Lane LOS F A A - A A - D HCM 95th %tile Q(veh) 0.9 0.4 - - 0 - - 1.6 103 Lanes and Geometrics Short Total PM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 12 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.993 0.996 0.994 0.900 Flt Protected 0.991 0.999 0.954 0.987 Satd. Flow (prot) 0 1833 0 0 1853 0 0 1766 0 0 1655 0 Flt Permitted 0.991 0.999 0.954 0.987 Satd. Flow (perm) 0 1833 0 0 1853 0 0 1766 0 0 1655 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 345 785 379 533 Travel Time (s) 6.7 15.3 8.6 12.1 Intersection Summary Area Type: Other 104 HCM 2010 TWSC Short Total AM 7: 12th & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 16 Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 340 35 47 287 14 58 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 400 41 55 338 16 68 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 441 0 869 421 Stage 1 - - - - 421 - Stage 2 - - - - 448 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1119 - 322 632 Stage 1 - - - - 662 - Stage 2 - - - - 644 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1119 - 303 632 Mov Cap-2 Maneuver - - - - 303 - Stage 1 - - - - 662 - Stage 2 - - - - 605 - Approach EB WB NB HCM Control Delay, s 0 1.2 13.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 522 - - 1119 - HCM Lane V/C Ratio 0.162 - - 0.049 - HCM Control Delay (s) 13.2 - - 8.4 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.6 - - 0.2 - 105 Lanes and Geometrics Short Total AM 7: 12th & Lincoln City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 15 Lane Group EBT EBR WBL WBT NBL NBR 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 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.987 0.891 Flt Protected 0.993 0.991 Satd. Flow (prot) 1839 0 0 1850 1645 0 Flt Permitted 0.993 0.991 Satd. Flow (perm) 1839 0 0 1850 1645 0 Link Speed (mph) 35 30 30 Link Distance (ft) 610 612 360 Travel Time (s) 11.9 13.9 8.2 Intersection Summary Area Type: Other 106 HCM 2010 TWSC Short Total PM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 16 Intersection Int Delay, s/veh 5.5 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 379 63 98 518 80 108 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 387 64 100 529 82 110 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 451 0 1148 419 Stage 1 - - - - 419 - Stage 2 - - - - 729 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1109 - 220 634 Stage 1 - - - - 664 - Stage 2 - - - - 477 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1109 - 192 634 Mov Cap-2 Maneuver - - - - 192 - Stage 1 - - - - 664 - Stage 2 - - - - 416 - Approach EB WB NB HCM Control Delay, s 0 1.4 31.8 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 320 - - 1109 - HCM Lane V/C Ratio 0.599 - - 0.09 - HCM Control Delay (s) 31.8 - - 8.6 0 HCM Lane LOS D - - A A HCM 95th %tile Q(veh) 3.7 - - 0.3 - 107 Lanes and Geometrics Short Total PM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 15 Lane Group EBT EBR WBL WBT NBL NBR 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 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.981 0.923 Flt Protected 0.992 0.979 Satd. Flow (prot) 1827 0 0 1848 1683 0 Flt Permitted 0.992 0.979 Satd. Flow (perm) 1827 0 0 1848 1683 0 Link Speed (mph) 35 35 30 Link Distance (ft) 785 763 404 Travel Time (s) 15.3 14.9 9.2 Intersection Summary Area Type: Other 108 HCM 2010 TWSC Short Total AM 2: Lemay & Site Access City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 4 Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 24 4 499 15 2 866 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 0 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 28 5 587 18 2 1019 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1611 587 0 0 587 0 Stage 1 587 - - - - - Stage 2 1024 - - - - - 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 115 510 - - 988 - Stage 1 556 - - - - - Stage 2 347 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 114 510 - - 988 - Mov Cap-2 Maneuver 114 - - - - - Stage 1 556 - - - - - Stage 2 345 - - - - - Approach WB NB SB HCM Control Delay, s 42.6 0 0 HCM LOS E Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 128 988 - HCM Lane V/C Ratio - - 0.257 0.002 - HCM Control Delay (s) - - 42.6 8.7 0 HCM Lane LOS - - E A A HCM 95th %tile Q(veh) - - 1 0 - 109 Lanes and Geometrics Short Total AM 2: Lemay & Site Access City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 3 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) 0 0 0 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.980 0.850 Flt Protected 0.959 Satd. Flow (prot) 1751 0 1863 1583 0 1863 Flt Permitted 0.959 Satd. Flow (perm) 1751 0 1863 1583 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 578 622 659 Travel Time (s) 13.1 14.1 15.0 Intersection Summary Area Type: Other 110 HCM 2010 TWSC Short Total PM 2: Lemay & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 4 Intersection Int Delay, s/veh 2.5 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 24 4 1108 104 10 901 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 27 4 1231 116 11 1001 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2312 1289 0 0 1347 0 Stage 1 1289 - - - - - Stage 2 1023 - - - - - 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 42 200 - - 511 - Stage 1 258 - - - - - Stage 2 347 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 40 200 - - 511 - Mov Cap-2 Maneuver 40 - - - - - Stage 1 258 - - - - - Stage 2 330 - - - - - Approach WB NB SB HCM Control Delay, s 187.9 0 0.1 HCM LOS F Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 45 511 - HCM Lane V/C Ratio - - 0.691 0.022 - HCM Control Delay (s) - - 187.9 12.2 0 HCM Lane LOS - - F B A HCM 95th %tile Q(veh) - - 2.7 0.1 - 111 Lanes and Geometrics Short Total PM 2: Lemay & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 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) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.983 0.988 Flt Protected 0.958 0.999 Satd. Flow (prot) 1754 0 1840 0 0 1861 Flt Permitted 0.958 0.999 Satd. Flow (perm) 1754 0 1840 0 0 1861 Link Speed (mph) 30 30 30 Link Distance (ft) 581 772 540 Travel Time (s) 13.2 17.5 12.3 Intersection Summary Area Type: Other 112 HCM 2010 TWSC Short Total AM 5: Lincoln & Site Access City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 11 Intersection Int Delay, s/veh 1.5 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 0 0 338 2 0 53 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 398 2 0 62 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 400 0 - 0 399 399 Stage 1 - - - - 399 - Stage 2 - - - - 0 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1159 - - - 607 651 Stage 1 - - - - 678 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 1159 - - - 607 651 Mov Cap-2 Maneuver - - - - 627 - Stage 1 - - - - 678 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 11.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1159 - - - 651 HCM Lane V/C Ratio ---- 0.096 HCM Control Delay (s) 0 - - - 11.1 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.3 113 Lanes and Geometrics Short Total AM 5: Lincoln & Site Access City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 10 Lane Group EBL EBT WBT WBR SBL 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 0 0 Storage Lanes 0 0 0 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 0.999 0.865 Flt Protected Satd. Flow (prot) 0 1863 1861 0 0 1611 Flt Permitted Satd. Flow (perm) 0 1863 1861 0 0 1611 Link Speed (mph) 35 30 30 Link Distance (ft) 439 400 412 Travel Time (s) 8.6 9.1 9.4 Intersection Summary Area Type: Other 114 HCM 2010 TWSC Short Total PM 5: Lincoln & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 11 Intersection Int Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 0 0 638 9 0 53 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 709 10 0 59 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 719 0 - 0 714 714 Stage 1 - - - - 714 - Stage 2 - - - - 0 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 882 - - - 398 431 Stage 1 - - - - 485 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 882 - - - 398 431 Mov Cap-2 Maneuver - - - - 465 - Stage 1 - - - - 485 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 14.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 882 - - - 431 HCM Lane V/C Ratio ---- 0.137 HCM Control Delay (s) 0 - - - 14.7 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.5 115 Lanes and Geometrics Short Total PM 5: Lincoln & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 10 Lane Group EBL EBT WBT WBR SBL 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 0 0 Storage Lanes 0 0 0 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 0.998 0.865 Flt Protected Satd. Flow (prot) 0 1863 1859 0 0 1611 Flt Permitted Satd. Flow (perm) 0 1863 1859 0 0 1611 Link Speed (mph) 35 35 30 Link Distance (ft) 388 345 429 Travel Time (s) 7.6 6.7 9.8 Intersection Summary Area Type: Other 116 APPENDIX H 117 HCM 2010 Signalized Intersection Summary Long Total AM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 45 205 150 145 185 100 175 625 190 125 1130 260 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 1.00 1.00 0.99 1.00 0.97 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1863 Adj Flow Rate, veh/h 47 216 -28 153 195 -59 184 658 149 132 1189 270 Adj No. of Lanes 111111121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 282 294 250 286 392 321 401 2046 911 478 1924 836 Arrive On Green 0.04 0.15 0.00 0.09 0.20 0.00 0.07 0.56 0.56 0.12 1.00 1.00 Sat Flow, veh/h 1845 1937 1647 1845 1937 1583 1845 3681 1638 1774 3539 1538 Grp Volume(v), veh/h 47 216 -28 153 195 -59 184 658 149 132 1189 270 Grp Sat Flow(s),veh/h/ln 1845 1937 1647 1845 1937 1583 1845 1840 1638 1774 1770 1538 Q Serve(g_s), s 2.4 11.9 0.0 7.5 10.0 0.0 4.7 10.8 5.0 3.6 0.0 0.0 Cycle Q Clear(g_c), s 2.4 11.9 0.0 7.5 10.0 0.0 4.7 10.8 5.0 3.6 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 282 294 250 286 392 321 401 2046 911 478 1924 836 V/C Ratio(X) 0.17 0.73 -0.11 0.54 0.50 -0.18 0.46 0.32 0.16 0.28 0.62 0.32 Avail Cap(c_a), veh/h 342 417 354 286 452 369 501 2046 911 500 1924 836 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 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.5 45.1 0.0 34.3 39.4 0.0 9.0 13.4 12.1 9.4 0.0 0.0 Incr Delay (d2), s/veh 0.3 4.0 0.0 1.9 1.0 0.0 0.8 0.4 0.4 0.3 1.5 1.0 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 1.2 6.7 0.0 3.9 5.4 0.0 2.4 5.6 2.3 1.8 0.4 0.2 LnGrp Delay(d),s/veh 37.8 49.1 0.0 36.3 40.4 0.0 9.8 13.8 12.5 9.7 1.5 1.0 LnGrp LOS D D D D ABBAAA Approach Vol, veh/h 235 289 991 1591 Approach Delay, s/veh 52.7 46.5 12.9 2.1 Approach LOS D D B A Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 74.1 13.0 21.9 9.6 75.5 7.4 27.6 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 13.0 55.0 9.0 23.0 7.0 61.0 7.0 * 25 Max Q Clear Time (g_c+I1), s 6.7 2.0 9.5 13.9 5.6 12.8 4.4 12.0 Green Ext Time (p_c), s 0.3 14.7 0.0 0.9 0.0 14.4 0.0 1.1 Intersection Summary HCM 2010 Ctrl Delay 13.5 HCM 2010 LOS B Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 118 Timing Report, Sorted By Phase Long Total AM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 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) 17 61 13 29 11 67 11 31 Maximum Split (%) 14.2% 50.8% 10.8% 24.2% 9.2% 55.8% 9.2% 25.8% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 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) 7777 Flash Dont Walk (s) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 92 109 50 63 92 103 50 61 End Time (s) 109 50 63 92 103 50 61 92 Yield/Force Off (s) 105 44 59 86 99 44 57 86.5 Yield/Force Off 170(s) 105 27 59 73 99 27 57 74.5 Local Start Time (s) 48 65 6 19 48 59 6 17 Local Yield (s) 61 0 15 42 55 0 13 42.5 Local Yield 170(s) 61 103 15 29 55 103 13 30.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 44 (37%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 119 HCM 2010 Signalized Intersection Summary Long Total PM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 210 275 250 240 265 250 260 1100 155 145 890 115 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 0.99 1.00 0.99 1.00 0.97 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1863 Adj Flow Rate, veh/h 221 289 77 253 279 99 274 1158 112 153 937 117 Adj No. of Lanes 111111121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 353 356 299 356 382 309 459 1707 759 291 1521 659 Arrive On Green 0.12 0.18 0.18 0.13 0.20 0.20 0.11 0.46 0.46 0.15 0.86 0.86 Sat Flow, veh/h 1845 1937 1625 1845 1937 1564 1845 3681 1636 1774 3539 1534 Grp Volume(v), veh/h 221 289 77 253 279 99 274 1158 112 153 937 117 Grp Sat Flow(s),veh/h/ln 1845 1937 1625 1845 1937 1564 1845 1840 1636 1774 1770 1534 Q Serve(g_s), s 10.6 16.0 4.6 12.1 15.1 6.1 8.7 27.6 4.4 5.3 8.9 1.4 Cycle Q Clear(g_c), s 10.6 16.0 4.6 12.1 15.1 6.1 8.7 27.6 4.4 5.3 8.9 1.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 353 356 299 356 382 309 459 1707 759 291 1521 659 V/C Ratio(X) 0.63 0.81 0.26 0.71 0.73 0.32 0.60 0.68 0.15 0.53 0.62 0.18 Avail Cap(c_a), veh/h 359 432 362 370 467 377 571 1707 759 333 1521 659 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.8 43.9 39.2 31.3 42.2 38.6 14.0 23.5 17.3 17.3 5.1 4.6 Incr Delay (d2), s/veh 3.3 9.4 0.5 6.0 4.5 0.6 1.2 2.2 0.4 1.5 1.9 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 5.7 9.5 2.1 6.6 8.5 2.7 4.5 14.5 2.1 2.6 4.3 0.7 LnGrp Delay(d),s/veh 35.1 53.3 39.6 37.3 46.7 39.1 15.2 25.7 17.7 18.8 7.0 5.2 LnGrp LOS DDDDDDBCBBAA Approach Vol, veh/h 587 631 1544 1207 Approach Delay, s/veh 44.7 41.8 23.3 8.3 Approach LOS D D C A Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 15.2 61.1 18.1 25.6 11.4 64.9 16.6 27.1 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 18.0 43.0 15.0 24.0 10.0 51.0 13.0 * 26 Max Q Clear Time (g_c+I1), s 10.7 10.9 14.1 18.0 7.3 29.6 12.6 17.1 Green Ext Time (p_c), s 0.5 13.4 0.1 1.4 0.1 11.2 0.0 1.8 Intersection Summary HCM 2010 Ctrl Delay 24.8 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 120 Timing Report, Sorted By Phase Long Total PM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 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) 22 49 19 30 14 57 17 32 Maximum Split (%) 18.3% 40.8% 15.8% 25.0% 11.7% 47.5% 14.2% 26.7% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 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) 7777 Flash Dont Walk (s) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 99 1 50 69 99 113 50 67 End Time (s) 1 50 69 99 113 50 67 99 Yield/Force Off (s) 117 44 65 93 109 44 63 93.5 Yield/Force Off 170(s) 117 27 65 80 109 27 63 81.5 Local Start Time (s) 55 77 6 25 55 69 6 23 Local Yield (s) 73 0 21 49 65 0 19 49.5 Local Yield 170(s) 73 103 21 36 65 103 19 37.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 44 (37%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 121 HCM 2010 TWSC Long Total AM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 38.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 10 25 35 45 10 10 55 635 75 15 1445 30 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 - - 150 - - 150 150 - 150 150 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 26 37 47 11 11 58 668 79 16 1521 32 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2008 2337 761 1589 2337 334 1521 0 0 668 0 0 Stage 1 1553 1553 - 784 784 - - - - - - - Stage 2 455 784 - 805 1553 - - - - - - - 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 35 36 348 72 36 662 435 - - 918 - - Stage 1 118 173 - 352 402 - - - - - - - Stage 2 554 402 - 342 173 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 23 31 348 ~ 17 31 662 435 - - 918 - - Mov Cap-2 Maneuver 23 31 - ~ 17 31 - - - - - - - Stage 1 102 170 - 305 348 - - - - - - - Stage 2 458 348 - 254 170 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 253.1 $ 1137.2 1 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 435 - - 28 348 19 662 918 - - HCM Lane V/C Ratio 0.133 - - 1.316 0.106 3.047 0.016 0.017 - - HCM Control Delay (s) 14.5 - -$ 489.5 16.$6 1342.1 10.5 9 - - HCM Lane LOS B - - F C F B A - - HCM 95th %tile Q(veh) 0.5 - - 4.3 0.4 7.7 0 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 122 Lanes and Geometrics Long Total AM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 5 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) 0 150 0 150 150 150 150 150 Storage Lanes 0 1 0 1 1 1 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 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor Frt 0.850 0.850 0.850 0.850 Flt Protected 0.985 0.961 0.950 0.950 Satd. Flow (prot) 0 1835 1583 0 1790 1583 1770 3539 1583 1770 3539 1583 Flt Permitted 0.985 0.961 0.950 0.950 Satd. Flow (perm) 0 1835 1583 0 1790 1583 1770 3539 1583 1770 3539 1583 Link Speed (mph) 30 30 30 30 Link Distance (ft) 590 866 540 1334 Travel Time (s) 13.4 19.7 12.3 30.3 Intersection Summary Area Type: Other 123 HCM 2010 TWSC Long Total PM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 74 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 15 10 70 50 30 25 35 1405 95 20 1030 20 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 - - 150 - - 150 150 - 150 150 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 11 74 53 32 26 37 1479 100 21 1084 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1955 2679 542 2142 2679 739 1084 0 0 1479 0 0 Stage 1 1126 1126 - 1553 1553 - - - - - - - Stage 2 829 1553 - 589 1126 - - - - - - - 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 38 22 485 ~ 28 ~ 22 360 639 - - 451 - - Stage 1 218 278 - 118 173 - - - - - - - Stage 2 331 173 - 461 278 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - 20 485 ~ 13 ~ 20 360 639 - - 451 - - Mov Cap-2 Maneuver - 20 - ~ 13 ~ 20 - - - - - - - Stage 1 205 265 - 111 163 - - - - - - - Stage 2 233 163 - 358 265 - - - - - - - Approach EB WB NB SB HCM Control Delay, s $ 1970.2 0.3 0.2 HCM LOS - F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 639 - - - 485 15 360 451 - - HCM Lane V/C Ratio 0.058 - - - 0.152 5.614 0.073 0.047 - - HCM Control Delay (s) 11 - - - 13.$7 2580.9 15.8 13.4 - - HCM Lane LOS B - - - B F C B - - HCM 95th %tile Q(veh) 0.2 - - - 0.5 11.4 0.2 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 124 Lanes and Geometrics Long Total PM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 5 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) 0 150 0 150 150 150 150 150 Storage Lanes 0 1 0 1 1 1 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 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor Frt 0.850 0.850 0.850 0.850 Flt Protected 0.971 0.970 0.950 0.950 Satd. Flow (prot) 0 1809 1583 0 1807 1583 1770 3539 1583 1770 3539 1583 Flt Permitted 0.971 0.970 0.950 0.950 Satd. Flow (perm) 0 1809 1583 0 1807 1583 1770 3539 1583 1770 3539 1583 Link Speed (mph) 30 30 30 30 Link Distance (ft) 590 866 540 1334 Travel Time (s) 13.4 19.7 12.3 30.3 Intersection Summary Area Type: Other 125 HCM 2010 Signalized Intersection Summary Long Total AM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 10 245 50 160 270 30 115 400 30 25 895 30 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 0.98 1.00 0.98 1.00 0.97 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 1882 1863 1863 1882 1788 1863 1937 1863 1863 1937 1863 Adj Flow Rate, veh/h 11 258 53 168 284 32 121 421 32 26 942 32 Adj No. of Lanes 111111121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 252252222222 Cap, veh/h 269 381 316 328 532 423 349 1873 786 505 1758 737 Arrive On Green 0.02 0.20 0.20 0.10 0.28 0.28 0.02 0.17 0.17 0.03 0.48 0.48 Sat Flow, veh/h 1774 1882 1561 1774 1882 1497 1774 3681 1545 1774 3681 1542 Grp Volume(v), veh/h 11 258 53 168 284 32 121 421 32 26 942 32 Grp Sat Flow(s),veh/h/ln 1774 1882 1561 1774 1882 1497 1774 1840 1545 1774 1840 1542 Q Serve(g_s), s 0.5 13.2 2.9 7.4 13.3 1.6 3.4 10.3 1.8 0.8 18.7 1.2 Cycle Q Clear(g_c), s 0.5 13.2 2.9 7.4 13.3 1.6 3.4 10.3 1.8 0.8 18.7 1.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 269 381 316 328 532 423 349 1873 786 505 1758 737 V/C Ratio(X) 0.04 0.68 0.17 0.51 0.53 0.08 0.35 0.22 0.04 0.05 0.54 0.04 Avail Cap(c_a), veh/h 353 533 442 388 660 525 428 1873 786 571 1758 737 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.8 38.4 34.3 27.8 31.6 27.4 14.3 25.6 22.0 13.1 19.1 14.5 Incr Delay (d2), s/veh 0.1 7.4 0.9 1.2 3.0 0.3 0.6 0.3 0.1 0.0 1.2 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 0.2 7.7 1.3 3.7 7.3 0.7 1.7 5.3 0.8 0.4 9.7 0.5 LnGrp Delay(d),s/veh 31.9 45.8 35.2 29.0 34.6 27.7 14.9 25.8 22.1 13.1 20.3 14.6 LnGrp LOS CDDCCCBCCBCB Approach Vol, veh/h 322 484 574 1000 Approach Delay, s/veh 43.6 32.2 23.3 19.9 Approach LOS D C C B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.4 69.6 14.5 25.6 7.1 72.8 6.1 33.9 Change Period (Y+Rc), s 5.0 * 5 5.0 5.5 5.0 5.0 5.0 5.5 Max Green Setting (Gmax), s 10.0 * 48 13.0 28.5 6.0 52.0 6.0 35.5 Max Q Clear Time (g_c+I1), s 5.4 20.7 9.4 15.2 2.8 12.3 2.5 15.3 Green Ext Time (p_c), s 0.1 18.0 0.1 4.9 0.0 22.9 0.0 6.1 Intersection Summary HCM 2010 Ctrl Delay 26.4 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 126 Timing Report, Sorted By Phase Long Total AM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 6 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) 15 53 18 34 11 57 11 41 Maximum Split (%) 12.5% 44.2% 15.0% 28.3% 9.2% 47.5% 9.2% 34.2% Minimum Split (s) 11 21.5 11 22.5 11 22 11 22.5 Yellow Time (s) 3 3.5 3 4 3 3.5 3 4.5 All-Red Time (s) 2 1 2 1.5 2 1.5 2 1 Minimum Initial (s) 47474747 Vehicle Extension (s) 36363636 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 52 67 0 18 52 63 0 11 End Time (s) 67 0 18 52 63 0 11 52 Yield/Force Off (s) 62 115.5 13 46.5 58 115 6 46.5 Yield/Force Off 170(s) 62 105.5 13 36.5 58 105 6 36.5 Local Start Time (s) 52 67 0 18 52 63 0 11 Local Yield (s) 62 115.5 13 46.5 58 115 6 46.5 Local Yield 170(s) 62 105.5 13 36.5 58 105 6 36.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 127 HCM 2010 Signalized Intersection Summary Long Total PM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 30 375 70 75 270 30 90 890 150 25 675 15 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 0.99 1.00 0.98 1.00 0.97 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 1882 1863 1863 1882 1788 1863 1937 1863 1863 1937 1863 Adj Flow Rate, veh/h 32 395 74 79 284 32 95 937 158 26 711 16 Adj No. of Lanes 111111121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 252252222222 Cap, veh/h 313 530 440 245 571 454 399 1780 747 354 1694 710 Arrive On Green 0.03 0.28 0.28 0.05 0.30 0.30 0.11 0.97 0.97 0.03 0.46 0.46 Sat Flow, veh/h 1774 1882 1562 1774 1882 1497 1774 3681 1545 1774 3681 1542 Grp Volume(v), veh/h 32 395 74 79 284 32 95 937 158 26 711 16 Grp Sat Flow(s),veh/h/ln 1774 1882 1562 1774 1882 1497 1774 1840 1545 1774 1840 1542 Q Serve(g_s), s 1.4 20.7 3.9 3.3 13.5 1.7 3.0 1.9 0.5 0.8 14.0 0.6 Cycle Q Clear(g_c), s 1.4 20.7 3.9 3.3 13.5 1.7 3.0 1.9 0.5 0.8 14.0 0.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 313 530 440 245 571 454 399 1780 747 354 1694 710 V/C Ratio(X) 0.10 0.75 0.17 0.32 0.50 0.07 0.24 0.53 0.21 0.07 0.42 0.02 Avail Cap(c_a), veh/h 371 684 568 264 684 544 420 1780 747 416 1694 710 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.7 35.5 29.4 27.1 31.0 26.9 13.7 1.0 0.9 14.4 19.6 16.0 Incr Delay (d2), s/veh 0.1 7.7 0.7 0.8 2.4 0.2 0.3 1.1 0.6 0.1 0.8 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 0.7 11.9 1.7 1.7 7.3 0.7 1.4 1.0 0.3 0.4 7.3 0.3 LnGrp Delay(d),s/veh 26.8 43.1 30.1 27.8 33.5 27.2 14.0 2.1 1.6 14.5 20.4 16.1 LnGrp LOS CDCCCCBAABCB Approach Vol, veh/h 501 395 1190 753 Approach Delay, s/veh 40.2 31.8 3.0 20.1 Approach LOS D C A C Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.7 65.3 9.9 35.1 7.2 67.9 7.5 37.5 Change Period (Y+Rc), s 5.0 * 5 5.0 5.5 5.0 5.0 5.0 5.5 Max Green Setting (Gmax), s 6.0 * 49 6.0 38.5 6.0 49.0 6.0 38.5 Max Q Clear Time (g_c+I1), s 5.0 16.0 5.3 22.7 2.8 3.9 3.4 15.5 Green Ext Time (p_c), s 0.0 25.2 0.0 6.8 0.0 31.8 0.0 8.4 Intersection Summary HCM 2010 Ctrl Delay 18.1 HCM 2010 LOS B Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 128 Timing Report, Sorted By Phase Long Total PM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 6 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 54 11 44 11 54 11 44 Maximum Split (%) 9.2% 45.0% 9.2% 36.7% 9.2% 45.0% 9.2% 36.7% Minimum Split (s) 11 21.5 11 22.5 11 22 11 22.5 Yellow Time (s) 3 3.5 3 4 3 3.5 3 4.5 All-Red Time (s) 2 1 2 1.5 2 1.5 2 1 Minimum Initial (s) 47474747 Vehicle Extension (s) 36363636 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 55 66 0 11 55 66 0 11 End Time (s) 66 0 11 55 66 0 11 55 Yield/Force Off (s) 61 115.5 6 49.5 61 115 6 49.5 Yield/Force Off 170(s) 61 105.5 6 39.5 61 105 6 39.5 Local Start Time (s) 55 66 0 11 55 66 0 11 Local Yield (s) 61 115.5 6 49.5 61 115 6 49.5 Local Yield 170(s) 61 105.5 6 39.5 61 105 6 39.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 129 HCM 2010 TWSC Long Total AM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 6.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 30 185 10 5 170 150 15 5 5 100 5 195 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 195 11 5 179 158 16 5 5 105 5 205 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 337 0 0 205 0 0 637 610 200 536 536 258 Stage 1 - - - - - - 263 263 - 268 268 - Stage 2 - - - - - - 374 347 - 268 268 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1222 - - 1366 - - 390 409 841 455 451 781 Stage 1 - - - - - - 742 691 - 738 687 - Stage 2 - - - - - - 647 635 - 738 687 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1222 - - 1366 - - 277 395 841 436 435 781 Mov Cap-2 Maneuver - - - - - - 277 395 - 436 435 - Stage 1 - - - - - - 720 670 - 716 684 - Stage 2 - - - - - - 471 632 - 706 666 - Approach EB WB NB SB HCM Control Delay, s 1.1 0.1 16.3 17 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 344 1222 - - 1366 - - 612 HCM Lane V/C Ratio 0.076 0.026 - - 0.004 - - 0.516 HCM Control Delay (s) 16.3 8 0 - 7.6 0 - 17 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 3 130 Lanes and Geometrics Long Total AM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 12 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.994 0.938 0.974 0.912 Flt Protected 0.993 0.999 0.970 0.984 Satd. Flow (prot) 0 1839 0 0 1746 0 0 1760 0 0 1672 0 Flt Permitted 0.993 0.999 0.970 0.984 Satd. Flow (perm) 0 1839 0 0 1746 0 0 1760 0 0 1672 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 345 785 379 617 Travel Time (s) 6.7 15.3 8.6 14.0 Intersection Summary Area Type: Other 131 HCM 2010 TWSC Long Total PM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 149.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 280 265 30 10 450 105 20 5 5 120 5 240 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 295 279 32 11 474 111 21 5 5 126 5 253 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 584 0 0 311 0 0 1563 1489 295 1439 1450 529 Stage 1 - - - - - - 884 884 - 550 550 - Stage 2 - - - - - - 679 605 - 889 900 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 991 - - 1249 - - 91 124 744 ~ 111 131 550 Stage 1 - - - - - - 340 363 - 519 516 - Stage 2 - - - - - - 441 487 - 338 357 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 991 - - 1249 - - 33 78 744 ~ 75 83 550 Mov Cap-2 Maneuver - - - - - - 33 78 - ~ 75 83 - Stage 1 - - - - - - 217 232 - 332 509 - Stage 2 - - - - - - 233 481 - 210 228 - Approach EB WB NB SB HCM Control Delay, s 4.9 0.1 197.8 $ 604.8 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 44 991 - - 1249 - - 174 HCM Lane V/C Ratio 0.718 0.297 - - 0.008 - - 2.208 HCM Control Delay (s) 197.8 10.2 0 - 7.9 0 -$ 604.8 HCM Lane LOS F B A - A A - F HCM 95th %tile Q(veh) 2.8 1.3 - - 0 - - 30.9 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 132 Lanes and Geometrics Long Total PM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 12 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) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.993 0.975 0.978 0.911 Flt Protected 0.976 0.999 0.967 0.984 Satd. Flow (prot) 0 1805 0 0 1814 0 0 1762 0 0 1670 0 Flt Permitted 0.976 0.999 0.967 0.984 Satd. Flow (perm) 0 1805 0 0 1814 0 0 1762 0 0 1670 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 345 785 379 617 Travel Time (s) 6.7 15.3 8.6 14.0 Intersection Summary Area Type: Other 133 HCM 2010 TWSC Long Total AM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 16 Intersection Int Delay, s/veh 2.3 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 245 45 65 305 20 80 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 258 47 68 321 21 84 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 305 0 740 282 Stage 1 - - - - 282 - Stage 2 - - - - 458 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1256 - 384 757 Stage 1 - - - - 766 - Stage 2 - - - - 637 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1256 - 359 757 Mov Cap-2 Maneuver - - - - 359 - Stage 1 - - - - 766 - Stage 2 - - - - 595 - Approach EB WB NB HCM Control Delay, s 0 1.4 12 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 620 - - 1256 - HCM Lane V/C Ratio 0.17 - - 0.054 - HCM Control Delay (s) 12 - - 8 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.6 - - 0.2 - 134 Lanes and Geometrics Long Total AM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 15 Lane Group EBT EBR WBL WBT NBL NBR 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 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.979 0.892 Flt Protected 0.991 0.990 Satd. Flow (prot) 1824 0 0 1846 1645 0 Flt Permitted 0.991 0.990 Satd. Flow (perm) 1824 0 0 1846 1645 0 Link Speed (mph) 35 35 30 Link Distance (ft) 785 763 404 Travel Time (s) 15.3 14.9 9.2 Intersection Summary Area Type: Other 135 HCM 2010 TWSC Long Total PM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 16 Intersection Int Delay, s/veh 11.4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 310 80 135 455 105 145 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 326 84 142 479 111 153 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 411 0 1131 368 Stage 1 - - - - 368 - Stage 2 - - - - 763 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1148 - 225 677 Stage 1 - - - - 700 - Stage 2 - - - - 460 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1148 - 187 677 Mov Cap-2 Maneuver - - - - 187 - Stage 1 - - - - 700 - Stage 2 - - - - 382 - Approach EB WB NB HCM Control Delay, s 0 2 51.2 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 322 - - 1148 - HCM Lane V/C Ratio 0.817 - - 0.124 - HCM Control Delay (s) 51.2 - - 8.6 0 HCM Lane LOS F - - A A HCM 95th %tile Q(veh) 6.9 - - 0.4 - 136 Lanes and Geometrics Long Total PM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 15 Lane Group EBT EBR WBL WBT NBL NBR 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 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.972 0.922 Flt Protected 0.989 0.979 Satd. Flow (prot) 1811 0 0 1842 1681 0 Flt Permitted 0.989 0.979 Satd. Flow (perm) 1811 0 0 1842 1681 0 Link Speed (mph) 35 35 30 Link Distance (ft) 785 763 404 Travel Time (s) 15.3 14.9 9.2 Intersection Summary Area Type: Other 137 HCM 2010 TWSC Long Total AM 2: Lemay & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 4 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 5 755 15 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 0 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 5 795 16 0 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 795 795 0 0 795 0 Stage 1 795 - - - - - Stage 2 0 - - - - - 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 357 388 - - 826 - Stage 1 445 - - - - - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 357 388 - - 826 - Mov Cap-2 Maneuver 357 - - - - - Stage 1 445 - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 14.4 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 388 826 - HCM Lane V/C Ratio - - 0.014 - - HCM Control Delay (s) - - 14.4 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0 0 - 138 Lanes and Geometrics Long Total AM 2: Lemay & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 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) 0 0 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.850 Flt Protected Satd. Flow (prot) 0 1611 1863 1583 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1863 1583 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 581 772 540 Travel Time (s) 13.2 17.5 12.3 Intersection Summary Area Type: Other 139 HCM 2010 TWSC Long Total PM 2: Lemay & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 4 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 5 1475 85 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 0 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 5 1553 89 0 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1553 1553 0 0 1553 0 Stage 1 1553 - - - - - Stage 2 0 - - - - - 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 125 139 - - 426 - Stage 1 192 - - - - - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 125 139 - - 426 - Mov Cap-2 Maneuver 125 - - - - - Stage 1 192 - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 31.9 0 0 HCM LOS D Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 139 426 - HCM Lane V/C Ratio - - 0.038 - - HCM Control Delay (s) - - 31.9 0 - HCM Lane LOS - - D A - HCM 95th %tile Q(veh) - - 0.1 0 - 140 Lanes and Geometrics Long Total PM 2: Lemay & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 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) 0 0 0 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.850 Flt Protected Satd. Flow (prot) 0 1611 1863 1583 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1863 1583 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 581 772 540 Travel Time (s) 13.2 17.5 12.3 Intersection Summary Area Type: Other 141 HCM 2010 TWSC Long Total AM 5: Lincoln & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 11 Intersection Int Delay, s/veh 1.3 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 0 0 375 5 0 50 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 395 5 0 53 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 400 0 - 0 397 397 Stage 1 - - - - 397 - Stage 2 - - - - 0 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1159 - - - 608 652 Stage 1 - - - - 679 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 1159 - - - 608 652 Mov Cap-2 Maneuver - - - - 628 - Stage 1 - - - - 679 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 11 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1159 - - - 652 HCM Lane V/C Ratio ---- 0.081 HCM Control Delay (s) 0 - - - 11 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.3 142 Lanes and Geometrics Long Total AM 5: Lincoln & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 10 Lane Group EBL EBT WBT WBR SBL 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 0 0 Storage Lanes 0 0 0 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 0.998 0.865 Flt Protected Satd. Flow (prot) 0 1863 1859 0 0 1611 Flt Permitted Satd. Flow (perm) 0 1863 1859 0 0 1611 Link Speed (mph) 35 35 30 Link Distance (ft) 388 345 429 Travel Time (s) 7.6 6.7 9.8 Intersection Summary Area Type: Other 143 HCM 2010 TWSC Long Total PM 5: Lincoln & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 11 Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 0 0 700 10 0 50 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 737 11 0 53 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 747 0 - 0 742 742 Stage 1 - - - - 742 - Stage 2 - - - - 0 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 861 - - - 383 416 Stage 1 - - - - 471 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 861 - - - 383 416 Mov Cap-2 Maneuver - - - - 454 - Stage 1 - - - - 471 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 14.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 861 - - - 416 HCM Lane V/C Ratio ---- 0.127 HCM Control Delay (s) 0 - - - 14.9 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.4 144 Lanes and Geometrics Long Total PM 5: Lincoln & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 10 Lane Group EBL EBT WBT WBR SBL 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 0 0 Storage Lanes 0 0 0 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 0.998 0.865 Flt Protected Satd. Flow (prot) 0 1863 1859 0 0 1611 Flt Permitted Satd. Flow (perm) 0 1863 1859 0 0 1611 Link Speed (mph) 35 35 30 Link Distance (ft) 388 345 429 Travel Time (s) 7.6 6.7 9.8 Intersection Summary Area Type: Other 145 HCM 2010 TWSC Long Total AM 8: International & Webster City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 18 Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 20 5 455 25 10 280 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 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 21 5 479 26 11 295 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 808 492 0 0 505 0 Stage 1 492 - - - - - Stage 2 316 - - - - - 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 350 577 - - 1060 - Stage 1 615 - - - - - Stage 2 739 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 346 577 - - 1060 - Mov Cap-2 Maneuver 346 - - - - - Stage 1 615 - - - - - Stage 2 731 - - - - - Approach WB NB SB HCM Control Delay, s 15.3 0 0.3 HCM LOS C Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 376 1060 - HCM Lane V/C Ratio - - 0.07 0.01 - HCM Control Delay (s) - - 15.3 8.4 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0.2 0 - 146 Lanes and Geometrics Long Total AM 8: International & Webster City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 17 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) 0 0 0 100 Storage Lanes 1 0 0 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 0.974 0.993 Flt Protected 0.961 0.950 Satd. Flow (prot) 1744 0 1850 0 1770 1863 Flt Permitted 0.961 0.950 Satd. Flow (perm) 1744 0 1850 0 1770 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 725 617 505 Travel Time (s) 16.5 14.0 11.5 Intersection Summary Area Type: Other 147 HCM 2010 TWSC Long Total PM 8: International & Webster City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 18 Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 30 15 355 35 5 335 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 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 32 16 374 37 5 353 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 755 392 0 0 411 0 Stage 1 392 - - - - - Stage 2 363 - - - - - 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 376 657 - - 1148 - Stage 1 683 - - - - - Stage 2 704 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 374 657 - - 1148 - Mov Cap-2 Maneuver 374 - - - - - Stage 1 683 - - - - - Stage 2 701 - - - - - Approach WB NB SB HCM Control Delay, s 14.2 0 0.1 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 437 1148 - HCM Lane V/C Ratio - - 0.108 0.005 - HCM Control Delay (s) - - 14.2 8.2 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.4 0 - 148 Lanes and Geometrics Long Total PM 8: International & Webster City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 17 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) 0 0 0 100 Storage Lanes 1 0 0 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 0.955 0.988 Flt Protected 0.968 0.950 Satd. Flow (prot) 1722 0 1840 0 1770 1863 Flt Permitted 0.968 0.950 Satd. Flow (perm) 1722 0 1840 0 1770 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 725 617 505 Travel Time (s) 16.5 14.0 11.5 Intersection Summary Area Type: Other 149 HCM 2010 TWSC Long Total AM 9: International & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 20 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 1 20 10 450 270 1 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 - 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 21 11 474 284 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 780 285 285 0 - 0 Stage 1 285 - - - - - Stage 2 495 - - - - - 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 364 754 1277 - - - Stage 1 763 - - - - - Stage 2 613 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 361 754 1277 - - - Mov Cap-2 Maneuver 361 - - - - - Stage 1 763 - - - - - Stage 2 608 - - - - - Approach EB NB SB HCM Control Delay, s 10.2 0.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1277 - 717 - - HCM Lane V/C Ratio 0.008 - 0.031 - - HCM Control Delay (s) 7.8 - 10.2 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - 150 Lanes and Geometrics Long Total AM 9: International & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 19 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 0 100 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.871 Flt Protected 0.998 0.950 Satd. Flow (prot) 1619 0 1770 1863 1863 0 Flt Permitted 0.998 0.950 Satd. Flow (perm) 1619 0 1770 1863 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 349 505 383 Travel Time (s) 7.9 11.5 8.7 Intersection Summary Area Type: Other 151 HCM 2010 TWSC Long Total PM 9: International & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 20 Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 1 20 55 315 320 1 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 - 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 21 58 332 337 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 784 337 338 0 - 0 Stage 1 337 - - - - - Stage 2 447 - - - - - 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 362 705 1221 - - - Stage 1 723 - - - - - Stage 2 644 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 345 705 1221 - - - Mov Cap-2 Maneuver 345 - - - - - Stage 1 723 - - - - - Stage 2 613 - - - - - Approach EB NB SB HCM Control Delay, s 10.5 1.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1221 - 672 - - HCM Lane V/C Ratio 0.047 - 0.033 - - HCM Control Delay (s) 8.1 - 10.5 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.1 - - 152 Lanes and Geometrics Long Total PM 9: International & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 19 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 0 100 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.871 Flt Protected 0.998 0.950 Satd. Flow (prot) 1619 0 1770 1863 1863 0 Flt Permitted 0.998 0.950 Satd. Flow (perm) 1619 0 1770 1863 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 349 505 383 Travel Time (s) 7.9 11.5 8.7 Intersection Summary Area Type: Other 153 HCM 2010 TWSC Long Total AM 10: International & Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 3.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 80 20 15 5 10 10 10 425 20 15 250 20 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 150 - - 150 - - 150 - - 150 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 84 21 16 5 11 11 11 447 21 16 263 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 784 784 263 792 774 458 263 0 0 468 0 0 Stage 1 295 295 - 479 479 - - - - - - - Stage 2 489 489 - 313 295 - - - - - - - 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 311 325 776 307 329 603 1301 - - 1094 - - Stage 1 713 669 - 568 555 - - - - - - - Stage 2 561 549 - 698 669 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 293 318 776 281 321 603 1301 - - 1094 - - Mov Cap-2 Maneuver 293 318 - 281 321 - - - - - - - Stage 1 707 659 - 563 550 - - - - - - - Stage 2 536 544 - 652 659 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 19.8 14.8 0.2 0.4 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1301 - - 293 426 281 419 1094 - - HCM Lane V/C Ratio 0.008 - - 0.287 0.086 0.019 0.05 0.014 - - HCM Control Delay (s) 7.8 - - 22.2 14.2 18.1 14 8.3 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0 - - 1.2 0.3 0.1 0.2 0 - - 154 Lanes and Geometrics Long Total AM 10: International & Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 21 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) 150 0 150 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 0.935 0.925 0.993 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1742 0 1770 1723 0 1770 1850 0 1770 1863 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1742 0 1770 1723 0 1770 1850 0 1770 1863 1583 Link Speed (mph) 30 30 30 30 Link Distance (ft) 414 1093 383 1126 Travel Time (s) 9.4 24.8 8.7 25.6 Intersection Summary Area Type: Other 155 HCM 2010 TWSC Long Total PM 10: International & Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 90 10 15 20 20 20 30 275 10 5 285 50 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 150 - - 150 - - 150 - - 150 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 95 11 16 21 21 21 32 289 11 5 300 53 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 690 674 300 682 669 295 300 0 0 300 0 0 Stage 1 311 311 - 358 358 - - - - - - - Stage 2 379 363 - 324 311 - - - - - - - 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 359 376 740 364 379 744 1261 - - 1261 - - Stage 1 699 658 - 660 628 - - - - - - - Stage 2 643 625 - 688 658 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 326 365 740 341 368 744 1261 - - 1261 - - Mov Cap-2 Maneuver 326 365 - 341 368 - - - - - - - Stage 1 681 655 - 643 612 - - - - - - - Stage 2 588 609 - 660 655 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 18.7 14.1 0.8 0.1 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1261 - - 326 524 341 492 1261 - - HCM Lane V/C Ratio 0.025 - - 0.291 0.05 0.062 0.086 0.004 - - HCM Control Delay (s) 7.9 - - 20.5 12.2 16.3 13 7.9 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0.1 - - 1.2 0.2 0.2 0.3 0 - - 156 Lanes and Geometrics Long Total PM 10: International & Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 21 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) 150 0 150 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 0.911 0.925 0.994 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1697 0 1770 1723 0 1770 1852 0 1770 1863 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1697 0 1770 1723 0 1770 1852 0 1770 1863 1583 Link Speed (mph) 30 30 30 30 Link Distance (ft) 414 1093 383 1126 Travel Time (s) 9.4 24.8 8.7 25.6 Intersection Summary Area Type: Other 157 APPENDIX I 158 SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Vine Drive Timberline Road Mulberry Road Lemay Avenue Lincoln Avenue Buckingham Street 12th Street Webster Avenue Duff Drive BURLINGTON NORTHER 159 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 Commercial to the west Commercial Minimum B C C C C 1 Actual A C B B C Proposed A C B B C Neighborhood and Commercial to the south Residential/ Commercial Minimum B C C C C 2 Actual A B B B B Proposed A B B B B Neighborhood to the north Residential Minimum B C C C C 3 Actual A C B C C Proposed A C B C C Industrial area to the east Industrial Minimum B C C C C 4 Actual A C A C C Proposed A C A C C Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 160 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C A A Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification Commercial to the 1 south Commercial C A A 2 3 4 161 NB PM 30 VPH SB AM 300 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB PM 365 VPH AM 850 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1140 VPH NB AM 25 VPH NB PM 30 VPH SB AM 300 VPH 37 EB PM 95 VPH WB AM 65 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB PM 105 VPH AM 2255 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2605 VPH EB AM 70 VPH EB PM 95 VPH WB AM 65 VPH 36 Street Webster Avenue Duff Drive 55/35 635/1405 75/95 30/20 1445/1030 15/20 10/15 25/10 35/70 10/25 10/30 45/50 280/335 10/5 455/355 25/35 5/15 20/30 10/55 450/315 0/0 270/320 0/0 20/20 50/50 5/10 375/700 755/1475 15/85 5/5 Site Access Site Access Site Access Site Access 35/75 5/25 105/105 5/30 25/25 10/10 10/30 425/275 20/10 20/50 250/285 15/5 80/90 20/10 15/15 10/20 10/20 5/20 39/58 0/0 15/20 39/101 355/421 7/28 14/17 283/571 4/10 8/56 25/32 0/0 15/28 0/0 22/22 53/53 2/9 338/638 37/50 0/0 33/88 20/30 0/0 17/28 866/901 2/10 499/1108 15/104 4/4 24/24 International Boulevard Site Access Site Access Site Access Webster Avenue 4/24 4/24 5/31 26/26 10/10 4/4 3/21 0/1 2/10 2/2 24/24 2/11 Site Access International Boulevard Webster Avenue 10/30 245/375 50/70 30/30 270/270 160/75 Vine Drive Buckingham Street Buffalo Run 12th Street Webster Avenue Duff Drive 55/35 630/1400 70/75 30/20 1445/1030 10/10 10/15 25/10 35/70 5/20 10/30 20/25 250/305 10/5 445/275 20/10 5/15 5/15 International Boulevard 16/18 0/0 5/1 7/26 0/0 2/7 26/11 355/421 7/28 12/4 281/562 4/10 5/18 21/8 International Boulevard Duff Drive Webster Avenue 12th Street Street