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HomeMy WebLinkAboutFAIRWAY APARTMENTS - FDP210023 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY FAIRWAY LANE APARTMENTS TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO FEBRUARY 2021 Prepared for: Fairway Apartments LLC 1603 Oakridge Drive, Suite 101 Fort Collins, CO 80525 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #2042 DELICH Fairway Lane Apartments TIS, February 2021 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrians Facilities ...................................................................................................... 5 Bicycle Facilities .............................................................................................................. 9 Transit Facilities .............................................................................................................. 9 III. PROPOSED DEVELOPMENT ............................................................................... 10 Trip Generation ............................................................................................................. 10 Trip Distribution ............................................................................................................. 10 Background Traffic Projections ..................................................................................... 13 Trip Assignment ............................................................................................................ 13 Signal Warrants ............................................................................................................. 13 Geometry ...................................................................................................................... 13 Operation Analysis ........................................................................................................ 21 Pedestrian Level of Service ........................................................................................... 21 Bicycle Level of Service ................................................................................................ 26 Transit Level of Service ................................................................................................. 26 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 27 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 10 3. Short Range (2026) Background Peak Hour Operation .......................................... 22 4. Long Range (2040) Background Peak Hour Operation ........................................... 23 5. Short Range (2026) Total Peak Hour Operation ..................................................... 24 6. Long Range (2040) Total Peak Hour Operation ...................................................... 25 DELICH Fairway Lane Apartments TIS, February 2021 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry ................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Adjusted Recent Peak Hour Traffic ........................................................................... 7 5. Site Plan .................................................................................................................. 11 6. Trip Distribution ....................................................................................................... 12 7. Short Range (2026) Background Peak Hour Traffic ................................................ 14 8. Long Range (2040) Background Peak Hour Traffic ................................................. 15 9. Site Generated Peak Hour Traffic ........................................................................... 16 10. Short Range (2026) Total Peak Hour Traffic ........................................................... 17 11. Long Range (2040) Total Peak Hour Traffic ............................................................ 18 12. Short Range (2026) Geometry ................................................................................ 19 13. Long Range (2040) Geometry ................................................................................. 20 APPENDICES A. Base Assumptions Packet B. Recent Peak Hour Traffic C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins LOS Standards D. Short Range (2026) Background Peak Hour Operation E. Long Range (2040) Background Peak Hour Operation F. Short Range (2026) Total Peak Hour Operation G. Long Range (2040) Total Peak Hour Operation H. Pedestrian/Bicycle Level of Service DELICH Fairway Lane Apartments TIS, February 2021 ASSOCIATES Page 1 I. INTRODUCTION This Transportation Impact Study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed The Fairway Lane Apartments residential development. The Fairway Lane Apartments site is located in the northwest quadrant of the College/Fairway intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project developer (Fairway Apartments LLC), the project engineer (TB Group), the project architect (Infusion Architects), and the Fort Collins Traffic Engineering staff. This study generally conforms to the format set forth in the Fort Collins transportation impact study guidelines contained in the “Larimer County Urban Area Street Standards” (LCUASS). Appendix A contains the Transportation Impact Study Base Assumptions form and related attachments for the Fairway Lane Apartments. The study involved the following steps:  Collect physical, traffic, and development data;  Perform trip generation, trip distribution, and trip assignment;  Determine morning and afternoon 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 Fairway Lane Apartments TIS, February 2021 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Fairway Lane Apartments site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily commercial and residential. There are primarily commercial uses surrounding the site. The South Transit Center is west of the site. Redtail Ponds Residential is to the south of the site. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. The center of Fort Collins is to the north of the Fairway Lane Apartments site. Streets The primary streets near the Fairway Lane Apartments site are College Avenue (US287), Fairway Lane, and Fossil Boulevard. Figure 2 shows the current geometry at the key intersections. College Avenue is east of (adjacent to) the proposed the Fairway Lane Apartments site. College Avenue is a north-south street designated as a six-lane arterial street on the Fort Collins Master Street Plan. Currently, College Avenue has a four-lane cross section (with a center lane) in this area. At the College/Fairway intersection, College Avenue has northbound and southbound left-turn lanes, two through lanes in each direction, and northbound and southbound right-turn lanes. The College/Fairway intersection has signal control. The posted speed limit on College Avenue is 50 mph in this area. Fairway Lane is south of (adjacent to) the proposed The Fairway Lane Apartments site. Fairway Lane is an east-west street designated as a local street on the Fort Collins Master Street Plan. Currently, Fairway Lane has a two-lane cross section. At the College/Fairway intersection, Fairway Lane has an eastbound left-turn lane, an eastbound through lane, and an eastbound right-turn lane. The westbound there is no striping, however there is a sign on the signal pole indicating a left-turn only lane. Therefore, the College/Fairway intersection was analyzed with a westbound left- turn lane and a through/right-turn lane. Fairway Lane only has an east leg at the Fairway/Fossil intersection. The west leg is access to a commercial property. At the Fairway/Fossil intersection, Fairway Lane has all movements combined in single lanes. The Fairway/Fossil intersection has yield control on Fairway Lane. There is no posted speed limit on Fairway Lane. Fossil Boulevard is west of (adjacent to) the proposed The Fairway Lane Apartments site. Fossil Boulevard is a north-south street designated as a local street on the Fort Collins Master Street Plan. Currently, Fossil Boulevard has a two-lane cross South Transit Center SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Fairway Lane Apartments TIS, February 2021 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Fairway Lane Apartments TIS, February 2021 Page 4College Avenue (US287)Fossil BoulevardWoodley's AccessFlorida Tile AccessFairway Lane - Denotes Lane STOPSTOPSTOPYIELD DELICH Fairway Lane Apartments TIS, February 2021 ASSOCIATES Page 5 section in this area. At the Fairway/Fossil intersection, Fossil Boulevard has all movements combined in a single lane. There is no posted speed limit on Fossil Boulevard. Existing Traffic Recent peak hour traffic volumes at the College/Fairway, Fairway/Woodley’s Access, Fairway/Florida Tile Access, and Fairway/Fossil intersections are shown in Figure 3. The counts at the College/Fairway intersection were obtained in June 2018 (City counts). The counts at the Fairway/Woodley’s Access, Fairway/Florida Tile Access, and Fairway/Fossil intersections were obtained in January 2021. Raw count data is provided in Appendix B. Since the counts at the College/Fairway intersection were obtained before COVID-19, a comparison was conducted with the recent (2021) counts along Fairway Lane to determine if any adjustments are needed. It was determined that the volumes along Fairway Lane should be increased. The through traffic on College Avenue was increased based upon the CDOT growth factor. The adjusted recent peak hour traffic volumes at the key intersections are shown in Figure 4. Existing Operation The College/Fairway, Fairway/Woodley’s Access, Fairway/Florida Tile Access, and Fairway/Fossil intersections were evaluated using techniques provided in the 2016 Highway Capacity Manual, 6th Edition. Using the morning and afternoon peak hour traffic shown in Figure 4, the peak hour operation is shown in Table 1. The College/Fairway, Fairway/Woodley’s Access, Fairway/Florida Tile Access, and Fairway/Fossil intersections currently meet the Fort Collins operational criteria with existing control and geometry in the morning and afternoon peak hours. Calculations forms are provided in Appendix C. A description of level of service for signalized and unsignalized intersections from the 2016 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. Acceptable operation at signalized intersections during the peak hours is defined as level of service E or better for each movement and leg, and level of service D or better overall. At arterial/arterial and collector/collector stop sign controlled intersections, acceptable operation is considered to be at level of service E, overall and level of service F, for any approach leg. At arterial/collector, arterial/local, collector/local, and local/local stop sign controlled intersections; acceptable operation is considered to be at level of service D, overall and level of service F, for any approach leg. The City’s existing signal timing was used at the College/Trilby and Lemay/Trilby intersections. Pedestrian Facilities There are sidewalks along College Avenue, Fairway Lane, and Fossil Boulevard where recent development or redevelopment has occurred. There are no sidewalks along the east side of College Avenue between College Avenue and the frontage road. Sidewalks will be incorporated within and adjacent to this development. RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Fairway Lane Apartments TIS, February 2021 Page 60/00/07/100/01/08/70/0 3/4 0/0 9/6 3/0 8/7 33/14 0/6 24/26 0/0 0/10/845/171615/149027/1420/24958/174946/3317/48 0/1 10/45 28/36 1/0 10/30 30/13 13/2 18/21 0/0 0/06/5AM/PM College Avenue (US287)Fossil BoulevardWoodley's AccessFlorida Tile AccessFairway Lane ADJUST/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Fairway Lane Apartments TIS, February 2021 Page 70/00/07/100/01/08/670/0 3/4 0/0 36/25 3/0 8/7 60/33 6/8 24/86 0/0 0/13/845/171628/150227/1420/24966/176346/3317/48 0/1 10/45 28/36 1/0 10/30 47/32 13/2 18/81 0/0 0/06/5AM/PM College Avenue (US287)Fossil BoulevardWoodley's AccessFlorida Tile AccessFairway Lane DELICH Fairway Lane Apartments TIS, February 2021 ASSOCIATES Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM (delay) College/Fairway (signal) EB LT D E (56.5 secs) EB T A D EB RT D D EB APPROACH D E (56.0 secs) WB LT D E (55.1 secs) WB T/RT D D WB APPROACH D E (55.0 secs) NB LT A A NB T A A NB RT A A NB APPROACH A A SB LT A A SB T A A SB RT A A SB APPROACH A A OVERALL A A Fairway/Woodley’s Access (stop sign) WB LT/T A A NB LT/RT A A OVERALL A A Fairway/Florida Tile Access (stop sign) WB LT/T A A NB LT/RT A A OVERALL A A Fairway/Fossil (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A DELICH Fairway Lane Apartments TIS, February 2021 ASSOCIATES Page 9 Bicycle Facilities Bicycles utilize the shoulder along College Avenue, south of Harmony Road. The Mason Trail is to the west of the Fairway Lane Apartments. Transit Facilities Currently, this area of Fort Collins is served by a number of Transfort routes and the Max that serve the South Transit Center. The South Transit Center is to the west of the Fairway Lane Apartments. DELICH Fairway Lane Apartments TIS, February 2021 ASSOCIATES Page 10 III. PROPOSED DEVELOPMENT The Fairway Lane Apartments is a proposed apartment development consisting of a maximum of 264 dwelling units. Figure 5 shows the site plan of The Fairway Lane Apartments site. The short range analysis year (2026) includes development of The Fairway Lane Apartments and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. The long range future is considered to be 2040. The site plan shows that The Fairway Lane Apartments will have one full movement access to/from Fairway Lane. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. Trip generation information contained in Trip Generation, 10th Edition, ITE was used to estimate trips that would be generated by the proposed/expected use at The Fairway Lane Apartments site. A trip is defined as a one-way vehicle movement from origin to destination. A 5 percent reduction was taken due to the location of the South Transit Center and potential bike trips. The City of Fort Collins staff agreed that there should be a reduction in the scoping discussions/emails. Table 2 shows the expected trip generation on a daily and peak hour basis. The trip generation of The Fairway Lane Apartments resulted in 1,366 daily trip ends, 85 morning peak hour trip ends, and 106 afternoon peak hour trip ends. TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 221 Multifamily Housing (Mid-Rise) 264 D.U. EQ 1438 EQ 23 EQ 66 EQ 68 EQ 44 5% reduction for (multi-modal) location 72 1 3 3 3 Total Vehicle Trip Generation 1366 22 63 65 41 Trip Distribution Trip distribution for The Fairway Lane Apartments 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 (2026) and long range (2040) analysis futures. The trip distribution was agreed to by City of Fort Collins staff. SITE PLAN Figure 5 DELICH ASSOCIATES Fairway Lane Apartments TIS, February 2021 Page 11 SCALE 1"=100' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Fairway Lane Apartments TIS, February 2021 Page 12College Avenue (US287)Fossil BoulevardWoodley's AccessFlorida Tile AccessNominal75%25%NominalFairway Lane DELICH Fairway Lane Apartments TIS, February 2021 ASSOCIATES Page 13 Background Traffic Projections Figures 7 and 8 show the short range (2026) and long range (2040) background traffic projections at the key intersections, respectively. Background traffic projections for the short range (2026) future horizon were obtained by reviewing CDOT 20-year traffic factor, the North Front Range Regional Transportation Plan, and various traffic studies prepared for this area of Fort Collins. The CDOT 20-year traffic factor for College Avenue (US287) is 1.08. It was determined that traffic volumes on Fairway Lane would increase by approximately 1% per year. Trip Assignment/Total Traffic 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. Due to the circuitous route and roadway width, The Fairway Lane Apartments site generated traffic is unlikely to use Fossil Boulevard. Figure 9 shows the site generated peak hour traffic assignment. Figures 10 and 11 show the short range (2026) and long range (2040) total (site plus background) peak hour traffic assignment, respectively. 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 (MUTCD). The College/Fairway intersection is currently signalized. The Fairway/Commercial Accesses and Fairway/Fossil stop sign controlled intersections will not warrant signals in the future. Geometry Figure 12 shows a schematic of the short range (2026) intersection geometry. This is the existing geometry at the key intersections. Figure 13 shows a schematic of the long range (2040) geometry. The geometry at the key intersections in the long range future was determined based upon achieving acceptable operation, meeting the geometric criteria in LCUASS, and the City of Fort Collins Master Street Plan. At the College/Fairway intersection, it is assumed that College Avenue will have three through lanes in each direction with the additional lane as a through/right-turn lane. The site plan generally meets the requirements of the “South College Avenue Access Control Plan” and the “South College Corridor Plan.” SHORT RANGE (2026) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Fairway Lane Apartments TIS, February 2021 Page 140/00/08/120/01/09/690/0 3/4 0/0 38/26 3/0 9/8 63/35 6/8 26/90 0/0 0/13/847/181661/153228/1521/25985/179848/3518/50 0/1 11/47 29/38 1/0 11/32 50/34 13/2 20/85 0/0 0/06/5AM/PM College Avenue (US287)Fossil BoulevardWoodley's AccessFlorida Tile AccessFairway Lane LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Fairway Lane Apartments TIS, February 2021 Page 150/00/010/200/00/010/750/0 5/5 0/0 45/25 5/0 10/10 75/40 5/10 30/105 0/0 0/05/1055/201760/162035/2025/301045/190555/4020/60 Nominal 15/55 35/45 Nominal 15/35 60/35 15/5 25/100 0/0 0/05/5AM/PM College Avenue (US287)Fossil BoulevardWoodley's AccessFlorida Tile AccessFairway Lane SITE GENERATED PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Fairway Lane Apartments TIS, February 2021 Page 16 22/65 63/41 5/1617/4947/31 Nominal 16/10 Nominal AM/PM College Avenue (US287)Fossil BoulevardWoodley's AccessFlorida Tile AccessFairway Lane Nominal63/4122/65 Nominal Fairway LaneApartments SHORT RANGE (2026) TOTAL PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Fairway Lane Apartments TIS, February 2021 Page 170/00/08/120/01/09/690/0 3/4 0/0 38/26 3/0 9/8 85/100 6/8 89/131 0/0 0/13/852/341661/153228/1538/74985/179848/3565/81 0/1 27/57 29/38 1/0 11/32 50/34 13/2 20/85 0/0 0/06/5AM/PM College Avenue (US287)Fossil BoulevardWoodley's AccessFlorida Tile AccessFairway Lane 0/063/4122/65 63/35 0/0 26/90 Fairway LaneApartments LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Fairway Lane Apartments TIS, February 2021 Page 180/00/010/200/00/010/750/0 5/5 0/0 45/25 5/0 10/10 100/105 5/10 95/145 0/0 0/05/1060/351760/162035/2045/801045/190555/4070/90 Nominal 30/65 35/45 Nominal 15/35 60/35 15/5 25/100 0/0 0/05/5AM/PM College Avenue (US287)Fossil BoulevardWoodley's AccessFlorida Tile AccessFairway Lane 0/065/4025/65 75/40 0/0 30/105 Fairway LaneApartments SHORT RANGE (2026) GEOMETRY Figure 12 DELICH ASSOCIATES Fairway Lane Apartments TIS, February 2021 Page 19College Avenue (US287)Fossil BoulevardWoodley's AccessFlorida Tile AccessFairway LanePortner Road- Denotes Lane STOP STOP STOPSTOPYIELD LONG RANGE (2040) GEOMETRY Figure 13 DELICH ASSOCIATES Fairway Lane Apartments TIS, February 2021 Page 20College Avenue (US287)Fossil BoulevardWoodley's AccessFlorida Tile AccessFairway LanePortner Road- Denotes Lane STOP STOP STOPSTOPYIELD DELICH Fairway Lane Apartments TIS, February 2021 ASSOCIATES Page 21 Operation Analysis Operation analyses were performed at the College/Fairway, Fairway/Woodley’s Access, Fairway/Florida Tile Access, and Fairway/Fossil intersections. The operation analyses were conducted for the short range analysis, reflecting a year 2026 condition, and for the long range analysis, reflecting a year 2040 condition. The long range (2040) analysis is provided for informational purposes and to identify potential operational and/or geometric issues. Using the short range (2026) background traffic volumes shown in 7, the College/Fairway, Fairway/Woodley’s Access, Fairway/Florida Tile Access, and Fairway/Fossil intersections operate as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. All the key intersections meet the Fort Collins criteria with regard to operation using the existing control, geometry, and signal timing. Using the long range (2040) background traffic volumes shown in Figure 8, the College/Fairway, Fairway/Woodley’s Access, Fairway/Florida Tile Access, and Fairway/Fossil intersections operate as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. Using the short range (2026) total traffic volumes shown in Figure 10, the College/Fairway, Fairway/Woodley’s Access, Fairway/Fairway Apartments Access, Fairway/Florida Tile Access, and Fairway/Fossil intersections operate as indicated in Table 5. Calculation forms for these analyses are provided in Appendix F. All the key intersections will meet the Fort Collins operational criteria with the existing control, geometry, and signal timing. Using the traffic volumes shown in Figure 11, the College/Fairway, Fairway/Woodley’s Access, Fairway/Fairway Apartments Access, Fairway/Florida Tile Access, and Fairway/Fossil College/Trilby, intersections operate in the long range (2040) total condition as indicated in Table 6. Calculation forms for these analyses are provided in Appendix G. Pedestrian Level of Service Appendix H shows a map of the area that is within 1320 feet of The Fairway Lane Apartments site. There are four destination areas within 1320 feet of the proposed The Fairway Lane Apartments: 1) the commercial area north of the site; 2) the commercial/ residential neighborhood to the east of the site; 3) the commercial/residential neighborhood south of the site; and 4) the South Transit Center west of the site. The minimum level of service for “activity center and corridors” is B, except Street Crossing at LOS C. Directness – The distance ratio to all pedestrian destinations is less than 1.4 (LOS B) since there will be the opportunity to have a pedestrian crossing of College Avenue at the College/Fairway signalized intersection. DELICH Fairway Lane Apartments TIS, February 2021 ASSOCIATES Page 22 TABLE 3 Short Range (2026) Background Peak Hour Operation Intersection Movement Level of Service AM PM (delay) College/Fairway (signal) EB LT D E (56.5 secs) EB T A D EB RT D D EB APPROACH D E (55.9 secs) WB LT D E (55.0 secs) WB T/RT D D WB APPROACH D D NB LT A A NB T A A NB RT A A NB APPROACH A A SB LT A A SB T A A SB RT A A SB APPROACH A A OVERALL A A Fairway/Woodley’s Access (stop sign) WB LT/T A A NB LT/RT A A OVERALL A A Fairway/Florida Tile Access (stop sign) WB LT/T A A NB LT/RT A A OVERALL A A Fairway/Fossil (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A DELICH Fairway Lane Apartments TIS, February 2021 ASSOCIATES Page 23 TABLE 4 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service AM PM (delay) College/Fairway (signal) EB LT D E (56.1 secs) EB T A D EB RT D D EB APPROACH D E (55.2 secs) WB LT D D WB T/RT D D WB APPROACH D D NB LT A A NB T A A NB RT A A NB APPROACH A A SB LT A A SB T A A SB RT A A SB APPROACH A A OVERALL A A Fairway/Woodley’s Access (stop sign) WB LT/T A A NB LT/RT A A OVERALL A A Fairway/Florida Tile Access (stop sign) WB LT/T A A NB LT/RT A A OVERALL A A Fairway/Fossil (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A DELICH Fairway Lane Apartments TIS, February 2021 ASSOCIATES Page 24 TABLE 5 Short Range (2026) Total Peak Hour Operation Intersection Movement Level of Service AM PM (delay) College/Fairway (signal) EB LT D E (55.4 secs) EB T A D EB RT D D EB APPROACH D D WB LT D D WB T/RT D D WB APPROACH D D NB LT A A NB T A A NB RT A A NB APPROACH A A SB LT A A SB T A A SB RT A A SB APPROACH A A OVERALL A A Fairway/Woodley’s Access (stop sign) WB LT/T A A NB LT/RT A A OVERALL A A Fairway/Fairway Apartments Access (stop sign) EB LT/T A A SB LT/RT A A OVERALL A A Fairway/Florida Tile Access (stop sign) WB LT/T A A NB LT/RT A A OVERALL A A Fairway/Fossil (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A DELICH Fairway Lane Apartments TIS, February 2021 ASSOCIATES Page 25 TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM (delay) College/Fairway (signal) EB LT D E (55.0 secs) EB T A D EB RT D D EB APPROACH D D WB LT D D WB T/RT D D WB APPROACH D D NB LT A A NB T A A NB RT A A NB APPROACH A A SB LT A A SB T A A SB RT A A SB APPROACH A A OVERALL A A Fairway/Woodley’s Access (stop sign) WB LT/T A A NB LT/RT A A OVERALL A A Fairway/Fairway Apartments Access (stop sign) EB LT/T A A SB LT/RT A A OVERALL A A Fairway/Florida Tile Access (stop sign) WB LT/T A A NB LT/RT A A OVERALL A A Fairway/Fossil (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A DELICH Fairway Lane Apartments TIS, February 2021 ASSOCIATES Page 26 Continuity – The continuity to pedestrian destinations 1, 3 and 4 will be acceptable at LOS B, since there will be direct connection of the sidewalk system to the South Transit Center and a sidewalk with a landscaped parkway along College Avenue. The continuity to pedestrian destination 2 is at LOS C, since there are attached sidewalks along Fairway Lane. Street Crossings – The street crossings to pedestrian destinations 1, 3, and 4 will be acceptable at LOS A, since the street crossings are all at local residential streets. The street crossing to pedestrian destination 2 will be acceptable at LOS C, since it requires crossing College Avenue. Visual Interest and Amenity – The visual interest and amenity to all pedestrian destinations is acceptable at LOS B, since most of the sidewalks have a commercial/residential neighborhood character. Security - The security to all pedestrian destinations is acceptable at LOS B, since most of the sidewalks are adjacent to commercial/residential land uses. Acceptable pedestrian level of service will be achieved for pedestrian destinations 1, 3, and 4 within 1320 of The Fairway Lane Apartments. Pedestrian level of service is not achieved for the Continuity category to pedestrian destination 2. This is due to the fact that there are attached sidewalks along Fairway Lane. The Pedestrian LOS Worksheet is provided in Appendix H. The Fairway Lane Apartments development will install the sidewalk along the College Avenue and Fairway Lane adjacent to the site. Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there is one destination area within 1320 feet of The Fairway Lane Apartments: The South Transit Center/Mason Trail to the west of the site. The Bicycle LOS Worksheet is provided in Appendix H. The minimum level of service for this site is C. There are bike lanes on College Avenue in the form of the wide shoulders and the Mason Trail. Therefore, it is concluded that acceptable bicycle level of service can be achieved. Transit Level of Service Currently, this area of Fort Collins is served by a number of Transfort routes and the Max that serve the South Transit Center. Fairway Lane Apartments will have direct access to the South Transit Center. DELICH Fairway Lane Apartments TIS, February 2021 ASSOCIATES Page 27 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of the Fairway Lane Apartments development on the street system in the vicinity of the proposed development in the short range (2026) and long range (2040) futures. As a result of this analysis, the following is concluded:  The development of The Fairway Lane Apartments site is feasible from a traffic engineering standpoint. At full development, The Fairway Lane Apartments will generate the following traffic: 1,366 daily trip ends, 85 morning peak hour trip ends, and 106 afternoon peak hour trip ends.  Currently, the College/Fairway, Fairway/Woodley’s Access, Fairway/Florida Tile Access, and Fairway/Fossil intersections meet the Fort Collins operational criteria with existing control and geometry in the morning and afternoon peak hours.  The College/Fairway intersection is currently signalized. The Fairway/Commercial Accesses and Fairway/Fossil stop sign controlled intersections will not warrant signals in the future.  In the short range (2026) total future, given development of The Fairway Lane Apartments and an increase in background traffic, the College/Fairway, Fairway/Woodley’s Access, Fairway/Fairway Apartments Access, Fairway/Florida Tile Access, and Fairway/Fossil intersections will meet the Fort Collins operational criteria with the existing control, geometry, and signal timing.  In the long range (2040) total future, given development of The Fairway Lane Apartments and an increase in background traffic, the College/Fairway, Fairway/Woodley’s Access, Fairway/Fairway Apartment Access, Fairway/Florida Tile Access, and Fairway/Fossil key intersections will meet the Fort Collins operational criteria, overall, with the recommended geometry and control.  The short range (2026) geometry is shown in Figure 12. This is the existing geometry at the key intersections.  The long range (2040) geometry is shown in Figure 13. At the College/Fairway intersection, it is assumed that College Avenue will have three through lanes in each direction with the additional lane as a through/right-turn lane.  Acceptable level of service is achieved for bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines. In the short range (2026) future, some pedestrian level of service categories cannot be achieved due to attached sidewalks. APPENDIX A 1 2 3 4 5 APPENDIX B 6 7 8 9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 1/20/2021 Observer: Vicky Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Fairway/Florida Tile S = straight L = left turn Time Northbound: Florida Tile Southbound: Total Eastbound: Fairway Westbound: Fairway Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 1 1 0 1 6 0 6 5 7 12 18 19 7:45 0 2 2 0 2 5 0 5 2 3 5 10 12 8:00 0 1 1 0 1 3 0 3 3 5 8 11 12 8:15 0 2 2 0 2 4 0 4 3 5 8 12 14 7:30-8:30 0 0 6 6 0 0 0 0 6 0 18 0 18 13 20 0 33 51 57 PHF n/a n/a 0.75 0.75 n/a n/a n/a n/a 0.75 n/a 0.75 n/a 0.75 0.65 0.71 n/a 0.69 0.71 0.75 4:30 0 5 5 0 5 4 0 4 1 3 4 8 13 4:45 0 0 0 0 0 11 0 11 0 4 4 15 15 5:00 0 0 0 0 0 4 0 4 1 3 4 8 8 5:15 0 0 0 0 0 2 0 2 0 3 3 5 5 4:30-5:30 0 0 5 5 0 0 0 0 5 0 21 0 21 2 13 0 15 36 41 PHF n/a n/a 0.25 0.25 n/a n/a n/a n/a 0.25 n/a 0.48 n/a 0.48 0.5 0.81 n/a 0.94 0.6 0.6810 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 1/20/2021 Observer: Vicky Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Fairway/Fossil S = straight L = left turn Time Northbound: Fossil Southbound: Fossil Total Eastbound: Driveway Westbound: Fairway Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 0 3 3 2 0 0 2 5 0 1 0 1 3 1 3 7 8 13 7:45 0 0 1 1 3 1 0 4 5 0 1 0 1 1 1 1 3 4 9 8:00 0 0 1 1 1 0 0 1 2 0 1 0 1 3 1 1 5 6 8 8:15 0 0 2 2 2 0 0 2 4 0 0 0 0 1 0 4 5 5 9 7:30-8:30 0 0 7 7 8 1 0 9 16 0 3 0 3 8 3 9 20 23 39 PHF n/a n/a 0.58 0.58 0.67 0.25 n/a 0.56 0.8 n/a 0.75 n/a 0.75 0.67 0.75 0.56 0.71 0.72 0.75 4:30 0 0 3 3 0 0 0 0 3 0 1 0 1 2 0 1 3 4 7 4:45 0 0 5 5 5 0 0 5 10 0 1 0 1 3 0 1 4 5 15 5:00 0 0 1 1 1 0 0 1 2 0 2 0 2 0 0 3 3 5 7 5:15 0 0 1 1 1 0 0 1 2 0 0 0 0 2 0 1 3 3 5 4:30-5:30 0 0 10 10 7 0 0 7 17 0 4 0 4 7 0 6 13 17 34 PHF n/a n/a 0.5 0.5 0.35 n/a n/a 0.35 0.43 n/a 0.5 n/a 0.5 0.58 n/a 0.5 0.81 0.85 0.5711 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 1/20/2021 Observer: Vicky Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Fairway/Woodley's S = straight L = left turn Time Northbound: Woodley's Southbound: Total Eastbound: Fairway Westbound: Fairway Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 0 0 0 0 7 0 7 0 12 12 19 19 7:45 0 0 0 0 0 7 0 7 0 5 5 12 12 8:00 0 0 0 0 0 4 0 4 0 8 8 12 12 8:15 0 0 0 0 0 6 0 6 0 8 8 14 14 7:30-8:30 0 0 0 0 0 0 0 0 0 0 24 0 24 0 33 0 33 57 57 PHF n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.86 n/a 0.86 n/a 0.69 n/a 0.69 0.75 0.75 4:30 1 1 2 0 2 9 0 9 0 3 3 12 14 4:45 0 2 2 0 2 11 0 11 4 4 8 19 21 5:00 0 3 3 0 3 4 0 4 2 4 6 10 13 5:15 0 2 2 0 2 2 0 2 0 3 3 5 7 4:30-5:30 1 0 8 9 0 0 0 0 9 0 26 0 26 6 14 0 20 46 55 PHF 0.25 n/a 0.67 0.75 n/a n/a n/a n/a 0.75 n/a 0.59 n/a 0.59 0.38 0.88 n/a 0.63 0.61 0.6512 APPENDIX C 13 HCM 6th Signalized Intersection Summary 186: College (US 287) & Fairway Recent AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 17 0 10 10 1 28 45 1628 27 46 966 20 Future Volume (veh/h) 17 0 10 10 1 28 45 1628 27 46 966 20 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1826 1900 1826 1824 1976 1824 1870 1870 1870 1949 1949 1949 Adj Flow Rate, veh/h 18 0 1 11 1 1 49 1770 26 50 1050 19 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %505000222222 Cap, veh/h 108 60 49 109 29 29 529 3118 1391 306 3248 1449 Arrive On Green 0.03 0.00 0.03 0.03 0.03 0.03 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1381 1900 1547 1381 906 906 528 3554 1585 274 3702 1651 Grp Volume(v), veh/h 18 0 1 11 0 2 49 1770 26 50 1050 19 Grp Sat Flow(s),veh/h/ln 1381 1900 1547 1381 0 1813 528 1777 1585 274 1851 1651 Q Serve(g_s), s 1.4 0.0 0.1 0.9 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 1.5 0.0 0.1 0.9 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.50 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 108 60 49 109 0 58 529 3118 1391 306 3248 1449 V/C Ratio(X) 0.17 0.00 0.02 0.10 0.00 0.03 0.09 0.57 0.02 0.16 0.32 0.01 Avail Cap(c_a), veh/h 403 466 380 404 0 445 529 3118 1391 306 3248 1449 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.72 0.72 0.72 0.70 0.70 0.70 Uniform Delay (d), s/veh 52.4 0.0 51.6 52.0 0.0 51.6 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.7 0.0 0.2 0.4 0.0 0.2 0.3 0.5 0.0 0.8 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.0 0.3 0.0 0.1 0.0 0.2 0.0 0.1 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.1 0.0 51.8 52.4 0.0 51.9 0.3 0.5 0.0 0.8 0.2 0.0 LnGrp LOS D A D D A D AAAAAA Approach Vol, veh/h 19 13 1845 1119 Approach Delay, s/veh 53.0 52.3 0.5 0.2 Approach LOS D D A A Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 101.5 8.5 101.5 8.5 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 72.0 26.0 72.0 26.0 Max Q Clear Time (g_c+I1), s 2.0 3.5 2.0 2.9 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 1.0 HCM 6th LOS A 14 Timing Report, Sorted By Phase 186: College (US 287) & Fairway Recent AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s)78 32 78 32 Maximum Split (%) 70.9% 29.1% 70.9% 29.1% Minimum Split (s)15 15 15 15 Yellow Time (s)5353 All-Red Time (s)1313 Minimum Initial (s)4444 Vehicle Extension (s)3333 Minimum Gap (s)3333 Time Before Reduce (s)0000 Time To Reduce (s)0000 Walk Time (s)1 1 Flash Dont Walk (s)1 1 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s)93 61 93 61 End Time (s)61 93 61 93 Yield/Force Off (s)55 87 55 87 Yield/Force Off 170(s) 55 86 55 86 Local Start Time (s)38 6 38 6 Local Yield (s)0 32 0 32 Local Yield 170(s)0 31 0 31 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 55 (50%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 186: College (US 287) & Fairway 15 Queues 186: College (US 287) & Fairway Recent AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Lane Group EBL EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 18 11 11 31 49 1770 29 50 1050 22 v/c Ratio 0.19 0.05 0.12 0.19 0.11 0.56 0.02 0.27 0.34 0.02 Control Delay 51.6 0.4 49.5 19.7 4.1 7.8 2.0 4.3 0.6 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.6 0.4 49.5 19.7 4.1 7.8 2.0 4.3 0.6 0.0 Queue Length 50th (ft) 12 07192981170 Queue Length 95th (ft) 35 0 25 30 m18 657 m5 m2 m11 m0 Internal Link Dist (ft) 704 963 2150 Turn Bay Length (ft) 200 200 20 250 250 250 250 Base Capacity (vph) 316 454 306 474 445 3169 1327 187 3094 1435 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.06 0.02 0.04 0.07 0.11 0.56 0.02 0.27 0.34 0.02 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. 16 HCM 6th Signalized Intersection Summary 186: College (US 287) & Fairway Recent PM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 48 1 45 30 0 36 17 1502 14 33 1763 24 Future Volume (veh/h) 48 1 45 30 0 36 17 1502 14 33 1763 24 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1826 1900 1826 1824 1976 1824 1870 1870 1870 1949 1949 1949 Adj Flow Rate, veh/h 51 1 21 32 0 1 18 1598 11 35 1876 22 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %505000222222 Cap, veh/h 143 115 94 141 0 101 264 3042 1355 341 3169 1412 Arrive On Green 0.06 0.06 0.06 0.06 0.00 0.06 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1383 1900 1547 1355 0 1675 238 3554 1583 328 3702 1649 Grp Volume(v), veh/h 51 1 21 32 0 1 18 1598 11 35 1876 22 Grp Sat Flow(s),veh/h/ln 1383 1900 1547 1355 0 1675 238 1777 1583 328 1851 1649 Q Serve(g_s), s 4.3 0.1 1.6 2.7 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 4.4 0.1 1.6 2.8 0.0 0.1 0.0 0.0 0.0 0.0 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 143 115 94 141 0 101 264 3042 1355 341 3169 1412 V/C Ratio(X) 0.36 0.01 0.22 0.23 0.00 0.01 0.07 0.53 0.01 0.10 0.59 0.02 Avail Cap(c_a), veh/h 370 428 348 364 0 377 264 3042 1355 341 3169 1412 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 0.77 0.77 0.77 0.22 0.22 0.22 Uniform Delay (d), s/veh 55.0 53.0 53.7 54.3 0.0 53.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 1.5 0.0 1.2 0.8 0.0 0.0 0.4 0.5 0.0 0.1 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 0.0 0.6 1.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.5 53.0 54.9 55.1 0.0 53.0 0.4 0.5 0.0 0.1 0.2 0.0 LnGrp LOS E D D E A D AAAAAA Approach Vol, veh/h 73 33 1627 1933 Approach Delay, s/veh 56.0 55.0 0.5 0.2 Approach LOS EEAA Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 107.7 12.3 107.7 12.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 82.0 26.0 82.0 26.0 Max Q Clear Time (g_c+I1), s 2.0 6.4 2.0 4.8 Green Ext Time (p_c), s 10.3 0.1 0.0 0.1 Intersection Summary HCM 6th Ctrl Delay 1.9 HCM 6th LOS A 17 Timing Report, Sorted By Phase 186: College (US 287) & Fairway Recent PM Synchro 11 Light Report Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s)88 32 88 32 Maximum Split (%) 73.3% 26.7% 73.3% 26.7% Minimum Split (s)15 15 15 15 Yellow Time (s)5353 All-Red Time (s)1313 Minimum Initial (s)4444 Vehicle Extension (s)3333 Minimum Gap (s)3333 Time Before Reduce (s)0000 Time To Reduce (s)0000 Walk Time (s)1111 Flash Dont Walk (s)1111 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s)70 38 70 38 End Time (s)38 70 38 70 Yield/Force Off (s)32 64 32 64 Yield/Force Off 170(s) 31 63 31 63 Local Start Time (s)38 6 38 6 Local Yield (s)0 32 0 32 Local Yield 170(s)119 31 119 31 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 32 (27%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 186: College (US 287) & Fairway 18 Queues 186: College (US 287) & Fairway Recent PM Synchro 11 Light Report Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 51 1 48 32 38 18 1598 15 35 1876 26 v/c Ratio 0.43 0.01 0.30 0.28 0.18 0.12 0.53 0.01 0.17 0.64 0.02 Control Delay 61.4 46.0 30.8 55.2 11.1 3.6 2.6 0.3 1.3 3.3 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 61.4 46.0 30.8 55.2 11.1 3.6 2.6 0.3 1.3 3.3 0.0 Queue Length 50th (ft) 38 1 15 23 0 2 95 0 1 60 0 Queue Length 95th (ft) 77 6 51 54 25 m3 122 m0 m1 m66 m0 Internal Link Dist (ft) 122 626 946 2148 Turn Bay Length (ft) 200 200 25 250 250 250 250 Base Capacity (vph) 288 398 344 280 449 150 3012 1162 212 2941 1365 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.18 0.00 0.14 0.11 0.08 0.12 0.53 0.01 0.17 0.64 0.02 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. 19 HCM 6th TWSC 5: Woodley's Access & Fairway Recent AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Intersection Int Delay, s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 24 0 6 60 0 3 Future Vol, veh/h 24 0 6 60 0 3 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 28 0 7 71 0 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 28 0 113 28 Stage 1 - - - - 28 - Stage 2 - - - - 85 - 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 - - 1585 - 884 1047 Stage 1 - - - - 995 - Stage 2 - - - - 938 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1585 - 880 1047 Mov Cap-2 Maneuver - - - - 880 - Stage 1 - - - - 995 - Stage 2 - - - - 933 - Approach EB WB NB HCM Control Delay, s 0 0.7 8.5 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)1047 - - 1585 - HCM Lane V/C Ratio 0.003 - - 0.004 - HCM Control Delay (s) 8.5 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 20 HCM 6th TWSC 5: Woodley's Access & Fairway Recent PM Synchro 11 Light Report Intersection Int Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 86 0 8 33 1 8 Future Vol, veh/h 86 0 8 33 1 8 Conflicting Peds, #/hr 0 00000 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 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 96 0 9 37 1 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 96 0 151 96 Stage 1 - - - - 96 - Stage 2 - - - - 55 - 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 - - 1498 - 841 960 Stage 1 - - - - 928 - Stage 2 - - - - 968 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1498 - 836 960 Mov Cap-2 Maneuver - - - - 836 - Stage 1 - - - - 928 - Stage 2 - - - - 962 - Approach EB WB NB HCM Control Delay, s 0 1.4 8.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)944 - - 1498 - HCM Lane V/C Ratio 0.011 - - 0.006 - HCM Control Delay (s) 8.9 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 21 HCM 6th TWSC 7: Florida Tile Access & Fairway Recent AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 18 0 13 47 0 6 Future Vol, veh/h 18 0 13 47 0 6 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 21 0 15 55 0 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 21 0 106 21 Stage 1 - - - - 21 - Stage 2 - - - - 85 - 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 - - 1595 - 892 1056 Stage 1 - - - - 1002 - Stage 2 - - - - 938 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1595 - 883 1056 Mov Cap-2 Maneuver - - - - 883 - Stage 1 - - - - 1002 - Stage 2 - - - - 929 - Approach EB WB NB HCM Control Delay, s 0 1.6 8.4 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)1056 - - 1595 - HCM Lane V/C Ratio 0.007 - - 0.01 - HCM Control Delay (s) 8.4 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 22 HCM 6th TWSC 7: Florida Tile Access & Fairway Recent PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 81 0 2 32 0 5 Future Vol, veh/h 81 0 2 32 0 5 Conflicting Peds, #/hr 0 00000 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 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 90 0 2 36 0 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 90 0 130 90 Stage 1 - - - - 90 - Stage 2 - - - - 40 - 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 - - 1505 - 864 968 Stage 1 - - - - 934 - Stage 2 - - - - 982 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1505 - 863 968 Mov Cap-2 Maneuver - - - - 863 - Stage 1 - - - - 934 - Stage 2 - - - - 981 - Approach EB WB NB HCM Control Delay, s 0 0.4 8.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)968 - - 1505 - HCM Lane V/C Ratio 0.006 - - 0.001 - HCM Control Delay (s) 8.7 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 23 HCM 6th TWSC 9: Fossil & Fairway Recent AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Intersection Int Delay, s/veh 7.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 308336007810 Future Vol, veh/h 0 308336007810 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 0 409442008910 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 46 27 1 25 23 4100800 Stage 1 19 19 - 4 4 ------- Stage 2 27 8 - 21 19 ------- 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 955 866 1084 986 870 1080 1622 - - 1612 - - Stage 1 1000 880 - 1018 892 ------- Stage 2 990 889 - 998 880 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 910 861 1084 978 865 1080 1622 - - 1612 - - Mov Cap-2 Maneuver 910 861 - 978 865 ------- Stage 1 1000 875 - 1018 892 ------- Stage 2 947 889 - 988 875 ------- Approach EB WB NB SB HCM Control Delay, s 9.2 8.6 0 6.4 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1622 - - 861 1045 1612 - - HCM Lane V/C Ratio - - - 0.004 0.053 0.006 - - HCM Control Delay (s) 0 - - 9.2 8.6 7.2 0 - HCM Lane LOS A - -AAAA - HCM 95th %tile Q(veh) 0 - - 0 0.2 0 - - 24 HCM 6th TWSC 9: Fossil & Fairway Recent PM Synchro 11 Light Report Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 40702500106700 Future Vol, veh/h 0 40702500106700 Conflicting Peds, #/hr 0 00000000000 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 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 40802800117400 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 168 159 0 156 154 60001100 Stage 1 148 148 - 6 6 ------- Stage 2 20 11 - 150 148 ------- 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 796 733 - 810 738 1077 - - - 1608 - - Stage 1 855 775 - 1016 891 ------- Stage 2 999 886 - 853 775 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 748 699 - - 704 1077 - - - 1608 - - Mov Cap-2 Maneuver 748 699 - - 704 ------- Stage 1 855 739 - 1016 891 ------- Stage 2 973 886 - 809 739 ------- Approach EB WB NB SB HCM Control Delay, s 0 7.3 HCM LOS -- Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)-----1608 - - HCM Lane V/C Ratio -----0.046 - - HCM Control Delay (s) 0 ----7.30- HCM Lane LOS A ----AA- HCM 95th %tile Q(veh)-----0.1-- 25 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 26 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach Leg Any Movement Signalized D1 E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS 27 APPENDIX D 28 HCM 6th Signalized Intersection Summary 186: College (US 287) & Fairway Short Background AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 18 0 11 11 1 29 47 1661 28 48 985 21 Future Volume (veh/h) 18 0 11 11 1 29 47 1661 28 48 985 21 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1826 1900 1826 1824 1976 1824 1870 1870 1870 1949 1949 1949 Adj Flow Rate, veh/h 20 0 1 12 1 5 51 1805 27 52 1071 20 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %505000222222 Cap, veh/h 108 65 53 113 10 49 518 3108 1386 297 3238 1444 Arrive On Green 0.03 0.00 0.03 0.03 0.03 0.03 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1376 1900 1547 1381 286 1432 517 3554 1585 264 3702 1651 Grp Volume(v), veh/h 20 0 1 12 0 6 51 1805 27 52 1071 20 Grp Sat Flow(s),veh/h/ln 1376 1900 1547 1381 0 1718 517 1777 1585 264 1851 1651 Q Serve(g_s), s 1.6 0.0 0.1 0.9 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 1.9 0.0 0.1 0.9 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.83 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 108 65 53 113 0 59 518 3108 1386 297 3238 1444 V/C Ratio(X) 0.18 0.00 0.02 0.11 0.00 0.10 0.10 0.58 0.02 0.18 0.33 0.01 Avail Cap(c_a), veh/h 399 466 380 404 0 422 518 3108 1386 297 3238 1444 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.72 0.72 0.72 0.70 0.70 0.70 Uniform Delay (d), s/veh 52.4 0.0 51.3 51.7 0.0 51.5 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.8 0.0 0.1 0.4 0.0 0.7 0.3 0.6 0.0 0.9 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.0 0.3 0.0 0.2 0.0 0.2 0.0 0.1 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.2 0.0 51.5 52.1 0.0 52.2 0.3 0.6 0.0 0.9 0.2 0.0 LnGrp LOS D A D D A D AAAAAA Approach Vol, veh/h 21 18 1883 1143 Approach Delay, s/veh 53.1 52.2 0.6 0.2 Approach LOS D D A A Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 101.2 8.8 101.2 8.8 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 72.0 26.0 72.0 26.0 Max Q Clear Time (g_c+I1), s 2.0 3.9 2.0 2.9 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 1.1 HCM 6th LOS A 29 Timing Report, Sorted By Phase 186: College (US 287) & Fairway Short Background AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s)78 32 78 32 Maximum Split (%) 70.9% 29.1% 70.9% 29.1% Minimum Split (s)15 15 15 15 Yellow Time (s)5353 All-Red Time (s)1313 Minimum Initial (s)4444 Vehicle Extension (s)3333 Minimum Gap (s)3333 Time Before Reduce (s)0000 Time To Reduce (s)0000 Walk Time (s)1 1 Flash Dont Walk (s)1 1 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s)93 61 93 61 End Time (s)61 93 61 93 Yield/Force Off (s)55 87 55 87 Yield/Force Off 170(s) 55 86 55 86 Local Start Time (s)38 6 38 6 Local Yield (s)0 32 0 32 Local Yield 170(s)0 31 0 31 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 55 (50%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 186: College (US 287) & Fairway 30 Queues 186: College (US 287) & Fairway Short Background AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Lane Group EBL EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 20 12 12 33 51 1805 30 52 1071 23 v/c Ratio 0.21 0.05 0.13 0.20 0.12 0.57 0.02 0.29 0.35 0.02 Control Delay 51.9 0.5 49.5 23.2 4.3 8.0 2.0 6.1 0.7 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.9 0.5 49.5 23.2 4.3 8.0 2.0 6.1 0.7 0.0 Queue Length 50th (ft) 14 08493131190 Queue Length 95th (ft) 38 0 27 34 m19 666 m5 m2 m13 m0 Internal Link Dist (ft) 704 963 2150 Turn Bay Length (ft) 200 200 20 250 250 250 250 Base Capacity (vph) 315 450 306 472 434 3164 1324 179 3089 1433 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.06 0.03 0.04 0.07 0.12 0.57 0.02 0.29 0.35 0.02 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. 31 HCM 6th Signalized Intersection Summary 186: College (US 287) & Fairway Short Background PM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 50 1 47 32 0 38 18 1532 15 35 1798 25 Future Volume (veh/h) 50 1 47 32 0 38 18 1532 15 35 1798 25 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1826 1900 1826 1824 1976 1824 1870 1870 1870 1949 1949 1949 Adj Flow Rate, veh/h 53 1 23 34 0 1 19 1630 12 37 1913 23 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %505000222222 Cap, veh/h 145 118 96 144 0 104 256 3036 1353 332 3163 1409 Arrive On Green 0.06 0.06 0.06 0.06 0.00 0.06 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1383 1900 1547 1353 0 1675 229 3554 1583 318 3702 1649 Grp Volume(v), veh/h 53 1 23 34 0 1 19 1630 12 37 1913 23 Grp Sat Flow(s),veh/h/ln 1383 1900 1547 1353 0 1675 229 1777 1583 318 1851 1649 Q Serve(g_s), s 4.5 0.1 1.7 2.9 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 4.6 0.1 1.7 3.0 0.0 0.1 0.0 0.0 0.0 0.0 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 145 118 96 144 0 104 256 3036 1353 332 3163 1409 V/C Ratio(X) 0.36 0.01 0.24 0.24 0.00 0.01 0.07 0.54 0.01 0.11 0.60 0.02 Avail Cap(c_a), veh/h 370 428 348 364 0 377 256 3036 1353 332 3163 1409 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 0.77 0.77 0.77 0.22 0.22 0.22 Uniform Delay (d), s/veh 54.9 52.8 53.6 54.2 0.0 52.8 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 1.5 0.0 1.3 0.8 0.0 0.0 0.4 0.5 0.0 0.1 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 0.0 0.7 1.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.5 52.8 54.8 55.0 0.0 52.8 0.4 0.5 0.0 0.1 0.2 0.0 LnGrp LOS E D D E A D AAAAAA Approach Vol, veh/h 77 35 1661 1973 Approach Delay, s/veh 55.9 55.0 0.5 0.2 Approach LOS E D A A Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 107.5 12.5 107.5 12.5 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 82.0 26.0 82.0 26.0 Max Q Clear Time (g_c+I1), s 2.0 6.6 2.0 5.0 Green Ext Time (p_c), s 10.8 0.1 0.0 0.1 Intersection Summary HCM 6th Ctrl Delay 2.0 HCM 6th LOS A 32 Timing Report, Sorted By Phase 186: College (US 287) & Fairway Short Background PM Synchro 11 Light Report Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s)88 32 88 32 Maximum Split (%) 73.3% 26.7% 73.3% 26.7% Minimum Split (s)15 15 15 15 Yellow Time (s)5353 All-Red Time (s)1313 Minimum Initial (s)4444 Vehicle Extension (s)3333 Minimum Gap (s)3333 Time Before Reduce (s)0000 Time To Reduce (s)0000 Walk Time (s)1111 Flash Dont Walk (s)1111 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s)70 38 70 38 End Time (s)38 70 38 70 Yield/Force Off (s)32 64 32 64 Yield/Force Off 170(s) 31 63 31 63 Local Start Time (s)38 6 38 6 Local Yield (s)0 32 0 32 Local Yield 170(s)119 31 119 31 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 32 (27%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 186: College (US 287) & Fairway 33 Queues 186: College (US 287) & Fairway Short Background PM Synchro 11 Light Report Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 53 1 50 34 40 19 1630 16 37 1913 27 v/c Ratio 0.44 0.01 0.31 0.29 0.19 0.13 0.54 0.01 0.18 0.65 0.02 Control Delay 61.5 46.0 32.5 55.3 13.3 3.9 2.6 0.3 1.6 3.5 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 61.5 46.0 32.5 55.3 13.3 3.9 2.6 0.3 1.6 3.5 0.0 Queue Length 50th (ft) 39 1 17 25 0 2 97 0 1 65 0 Queue Length 95th (ft) 79 6 55 57 29 m4 125 m0 m1 m72 m0 Internal Link Dist (ft) 122 626 946 2148 Turn Bay Length (ft) 200 200 25 250 250 250 250 Base Capacity (vph) 287 398 344 280 447 142 3007 1160 202 2936 1362 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.18 0.00 0.15 0.12 0.09 0.13 0.54 0.01 0.18 0.65 0.02 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. 34 HCM 6th TWSC 5: Woodley's Access & Fairway Short Background AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 26 0 6 63 0 3 Future Vol, veh/h 26 0 6 63 0 3 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 31 0 7 74 0 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 31 0 119 31 Stage 1 - - - - 31 - Stage 2 - - - - 88 - 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 - - 1582 - 877 1043 Stage 1 - - - - 992 - Stage 2 - - - - 935 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1582 - 873 1043 Mov Cap-2 Maneuver - - - - 873 - Stage 1 - - - - 992 - Stage 2 - - - - 930 - Approach EB WB NB HCM Control Delay, s 0 0.6 8.5 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)1043 - - 1582 - HCM Lane V/C Ratio 0.003 - - 0.004 - HCM Control Delay (s) 8.5 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 35 HCM 6th TWSC 5: Woodley's Access & Fairway Short Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 90 0 8 35 1 8 Future Vol, veh/h 90 0 8 35 1 8 Conflicting Peds, #/hr 0 00000 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 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 100 0 9 39 1 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 100 0 157 100 Stage 1 - - - - 100 - Stage 2 - - - - 57 - 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 - - 1493 - 834 956 Stage 1 - - - - 924 - Stage 2 - - - - 966 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1493 - 829 956 Mov Cap-2 Maneuver - - - - 829 - Stage 1 - - - - 924 - Stage 2 - - - - 960 - Approach EB WB NB HCM Control Delay, s 0 1.4 8.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)940 - - 1493 - HCM Lane V/C Ratio 0.011 - - 0.006 - HCM Control Delay (s) 8.9 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 36 HCM 6th TWSC 7: Florida Tile Access & Fairway Short Background AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Intersection Int Delay, s/veh 1.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 20 0 13 50 0 6 Future Vol, veh/h 20 0 13 50 0 6 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 24 0 15 59 0 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 24 0 113 24 Stage 1 - - - - 24 - Stage 2 - - - - 89 - 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 - - 1591 - 884 1052 Stage 1 - - - - 999 - Stage 2 - - - - 934 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1591 - 875 1052 Mov Cap-2 Maneuver - - - - 875 - Stage 1 - - - - 999 - Stage 2 - - - - 925 - Approach EB WB NB HCM Control Delay, s 0 1.5 8.4 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)1052 - - 1591 - HCM Lane V/C Ratio 0.007 - - 0.01 - HCM Control Delay (s) 8.4 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 37 HCM 6th TWSC 7: Florida Tile Access & Fairway Short Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 85 0 2 34 0 5 Future Vol, veh/h 85 0 2 34 0 5 Conflicting Peds, #/hr 0 00000 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 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 94 0 2 38 0 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 94 0 136 94 Stage 1 - - - - 94 - Stage 2 - - - - 42 - 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 - - 1500 - 857 963 Stage 1 - - - - 930 - Stage 2 - - - - 980 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1500 - 856 963 Mov Cap-2 Maneuver - - - - 856 - Stage 1 - - - - 930 - Stage 2 - - - - 979 - Approach EB WB NB HCM Control Delay, s 0 0.4 8.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)963 - - 1500 - HCM Lane V/C Ratio 0.006 - - 0.001 - HCM Control Delay (s) 8.8 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 38 HCM 6th TWSC 9: Fossil & Fairway Short Background AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Intersection Int Delay, s/veh 7.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 309338008910 Future Vol, veh/h 0 309338008910 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 0 4 0 11 4 45 0 0 9 11 1 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 52 32 1 30 28 5100900 Stage 1 23 23 - 5 5 ------- Stage 2 29 9 - 25 23 ------- 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 947 861 1084 979 865 1078 1622 - - 1611 - - Stage 1 995 876 - 1017 892 ------- Stage 2 988 888 - 993 876 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 900 855 1084 971 859 1078 1622 - - 1611 - - Mov Cap-2 Maneuver 900 855 - 971 859 ------- Stage 1 995 870 - 1017 892 ------- Stage 2 943 888 - 982 870 ------- Approach EB WB NB SB HCM Control Delay, s 9.2 8.7 0 6.5 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1622 - - 855 1041 1611 - - HCM Lane V/C Ratio - - - 0.004 0.057 0.007 - - HCM Control Delay (s) 0 - - 9.2 8.7 7.2 0 - HCM Lane LOS A - -AAAA - HCM 95th %tile Q(veh) 0 - - 0 0.2 0 - - 39 HCM 6th TWSC 9: Fossil & Fairway Short Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 40802600126900 Future Vol, veh/h 0 40802600126900 Conflicting Peds, #/hr 0 00000000000 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 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 40902900137700 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 175 167 0 163 161 70001300 Stage 1 154 154 - 7 7 ------- Stage 2 21 13 - 156 154 ------- 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 788 726 - 802 731 1075 - - - 1606 - - Stage 1 848 770 - 1015 890 ------- Stage 2 998 885 - 846 770 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 738 691 - - 696 1075 - - - 1606 - - Mov Cap-2 Maneuver 738 691 - - 696 ------- Stage 1 848 733 - 1015 890 ------- Stage 2 971 885 - 801 733 ------- Approach EB WB NB SB HCM Control Delay, s 0 7.4 HCM LOS -- Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)-----1606 - - HCM Lane V/C Ratio -----0.048 - - HCM Control Delay (s) 0 ----7.40- HCM Lane LOS A ----AA- HCM 95th %tile Q(veh)-----0.1-- 40 APPENDIX E 41 HCM 6th Signalized Intersection Summary 186: College (US 287) & Fairway Long Background AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 20 0 15 15 1 35 55 1760 35 55 1045 25 Future Volume (veh/h) 20 0 15 15 1 35 55 1760 35 55 1045 25 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1826 1900 1826 1824 1976 1824 1870 1870 1870 1949 1949 1949 Adj Flow Rate, veh/h 22 0 1 16 1 16 60 1913 37 60 1136 26 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %505000222222 Cap, veh/h 114 86 70 128 4 72 483 4455 86 250 4623 106 Arrive On Green 0.05 0.00 0.05 0.05 0.05 0.05 0.86 0.86 0.86 1.00 1.00 1.00 Sat Flow, veh/h 1363 1900 1547 1381 99 1590 483 5157 100 236 5351 122 Grp Volume(v), veh/h 22 0 1 16 0 17 60 1262 688 60 753 409 Grp Sat Flow(s),veh/h/ln 1363 1900 1547 1381 0 1690 483 1702 1852 236 1773 1927 Q Serve(g_s), s 1.7 0.0 0.1 1.2 0.0 1.1 2.1 8.8 8.8 3.7 0.0 0.0 Cycle Q Clear(g_c), s 2.8 0.0 0.1 1.2 0.0 1.1 2.1 8.8 8.8 12.5 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.94 1.00 0.05 1.00 0.06 Lane Grp Cap(c), veh/h 114 86 70 128 0 76 483 2941 1600 250 3064 1665 V/C Ratio(X) 0.19 0.00 0.01 0.13 0.00 0.22 0.12 0.43 0.43 0.24 0.25 0.25 Avail Cap(c_a), veh/h 387 466 380 404 0 415 483 2941 1600 250 3064 1665 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 0.00 1.00 1.00 0.00 1.00 0.89 0.89 0.89 0.81 0.81 0.81 Uniform Delay (d), s/veh 52.0 0.0 50.2 50.7 0.0 50.7 1.2 1.6 1.6 0.6 0.0 0.0 Incr Delay (d2), s/veh 0.8 0.0 0.1 0.4 0.0 1.5 0.5 0.4 0.8 1.8 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.0 0.4 0.0 0.5 0.1 0.6 0.8 0.1 0.1 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.8 0.0 50.3 51.2 0.0 52.1 1.6 2.0 2.4 2.4 0.2 0.3 LnGrp LOS D A D D A D AAAAAA Approach Vol, veh/h 23 33 2010 1222 Approach Delay, s/veh 52.7 51.7 2.1 0.3 Approach LOS D D A A Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 100.0 10.0 100.0 10.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 72.0 26.0 72.0 26.0 Max Q Clear Time (g_c+I1), s 14.5 4.8 4.1 3.2 Green Ext Time (p_c), s 0.1 0.0 0.1 0.1 Intersection Summary HCM 6th Ctrl Delay 2.3 HCM 6th LOS A 42 Timing Report, Sorted By Phase 186: College (US 287) & Fairway Long Background AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s)78 32 78 32 Maximum Split (%) 70.9% 29.1% 70.9% 29.1% Minimum Split (s)15 15 15 15 Yellow Time (s)5353 All-Red Time (s)1313 Minimum Initial (s)4444 Vehicle Extension (s)3333 Minimum Gap (s)3333 Time Before Reduce (s)0000 Time To Reduce (s)0000 Walk Time (s)1 1 Flash Dont Walk (s)1 1 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s)93 61 93 61 End Time (s)61 93 61 93 Yield/Force Off (s)55 87 55 87 Yield/Force Off 170(s) 55 86 55 86 Local Start Time (s)38 6 38 6 Local Yield (s)0 32 0 32 Local Yield 170(s)0 31 0 31 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 55 (50%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 186: College (US 287) & Fairway 43 Queues 186: College (US 287) & Fairway Long Background AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Lane Group EBL EBR WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 22 16 16 39 60 1951 60 1163 v/c Ratio 0.22 0.07 0.17 0.24 0.16 0.45 0.41 0.27 Control Delay 52.2 0.7 50.4 30.1 5.5 5.1 16.6 0.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.2 0.7 50.4 30.1 5.5 5.1 16.6 0.6 Queue Length 50th (ft) 15 0 11 11 6 98 7 8 Queue Length 95th (ft) 40 0 33 44 45 362 m58 m12 Internal Link Dist (ft) 704 963 2150 Turn Bay Length (ft) 200 200 20 250 250 Base Capacity (vph) 314 437 306 467 368 4369 145 4266 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.07 0.04 0.05 0.08 0.16 0.45 0.41 0.27 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. 44 HCM 6th Signalized Intersection Summary 186: College (US 287) & Fairway Long Background PM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 60 1 55 35 0 45 20 1620 20 40 1905 30 Future Volume (veh/h) 60 1 55 35 0 45 20 1620 20 40 1905 30 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1826 1900 1826 1824 1976 1824 1870 1870 1870 1949 1949 1949 Adj Flow Rate, veh/h 64 1 33 37 0 12 21 1723 21 43 2027 31 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %505000222222 Cap, veh/h 157 147 120 163 0 130 231 4363 53 302 4530 69 Arrive On Green 0.08 0.08 0.08 0.08 0.00 0.08 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1369 1900 1547 1341 0 1675 203 5200 63 288 5398 82 Grp Volume(v), veh/h 64 1 33 37 0 12 21 1128 616 43 1331 727 Grp Sat Flow(s),veh/h/ln 1369 1900 1547 1341 0 1675 203 1702 1859 288 1773 1934 Q Serve(g_s), s 5.5 0.1 2.4 3.1 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 6.3 0.1 2.4 3.2 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.03 1.00 0.04 Lane Grp Cap(c), veh/h 157 147 120 163 0 130 231 2857 1560 302 2976 1623 V/C Ratio(X) 0.41 0.01 0.28 0.23 0.00 0.09 0.09 0.39 0.39 0.14 0.45 0.45 Avail Cap(c_a), veh/h 359 428 348 361 0 377 231 2857 1560 302 2976 1623 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 0.91 0.91 0.91 0.22 0.22 0.22 Uniform Delay (d), s/veh 54.3 51.1 52.2 52.6 0.0 51.4 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 1.7 0.0 1.2 0.7 0.0 0.3 0.7 0.4 0.7 0.2 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 0.0 1.0 1.1 0.0 0.3 0.0 0.1 0.3 0.0 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.0 51.1 53.4 53.3 0.0 51.7 0.7 0.4 0.7 0.2 0.1 0.2 LnGrp LOS E D D D A D AAAAAA Approach Vol, veh/h 98 49 1765 2101 Approach Delay, s/veh 55.1 52.9 0.5 0.1 Approach LOS E D A A Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 105.7 14.3 105.7 14.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 82.0 26.0 82.0 26.0 Max Q Clear Time (g_c+I1), s 2.0 8.3 2.0 5.2 Green Ext Time (p_c), s 10.2 0.1 0.1 0.1 Intersection Summary HCM 6th Ctrl Delay 2.3 HCM 6th LOS A 45 Timing Report, Sorted By Phase 186: College (US 287) & Fairway Long Background PM Synchro 11 Light Report Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s)88 32 88 32 Maximum Split (%) 73.3% 26.7% 73.3% 26.7% Minimum Split (s)15 15 15 15 Yellow Time (s)5353 All-Red Time (s)1313 Minimum Initial (s)4444 Vehicle Extension (s)3333 Minimum Gap (s)3333 Time Before Reduce (s)0000 Time To Reduce (s)0000 Walk Time (s)1111 Flash Dont Walk (s)1111 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s)70 38 70 38 End Time (s)38 70 38 70 Yield/Force Off (s)32 64 32 64 Yield/Force Off 170(s) 31 63 31 63 Local Start Time (s)38 6 38 6 Local Yield (s)0 32 0 32 Local Yield 170(s)119 31 119 31 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 32 (27%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 186: College (US 287) & Fairway 46 Queues 186: College (US 287) & Fairway Long Background PM Synchro 11 Light Report Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 64 1 59 37 48 21 1744 43 2059 v/c Ratio 0.49 0.01 0.34 0.29 0.22 0.17 0.41 0.24 0.49 Control Delay 62.3 45.0 34.8 54.0 21.2 5.3 2.4 2.6 0.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.3 45.0 34.8 54.0 21.2 5.3 2.4 2.6 0.8 Queue Length 50th (ft) 48 1 23 27 7 2 71 1 23 Queue Length 95th (ft) 90 6 63 60 42 m7 93 m2 m30 Internal Link Dist (ft) 122 626 946 2148 Turn Bay Length (ft) 200 200 25 250 250 Base Capacity (vph) 285 398 344 280 441 125 4270 179 4173 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.22 0.00 0.17 0.13 0.11 0.17 0.41 0.24 0.49 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. 47 HCM 6th TWSC 5: Woodley's Access & Fairway Long Background AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 30 0 5 75 0 5 Future Vol, veh/h 30 0 5 75 0 5 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 35 0 6 88 0 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 35 0 135 35 Stage 1 - - - - 35 - Stage 2 - - - - 100 - 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 - - 1576 - 859 1038 Stage 1 - - - - 987 - Stage 2 - - - - 924 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1576 - 856 1038 Mov Cap-2 Maneuver - - - - 856 - Stage 1 - - - - 987 - Stage 2 - - - - 920 - Approach EB WB NB HCM Control Delay, s 0 0.5 8.5 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)1038 - - 1576 - HCM Lane V/C Ratio 0.006 - - 0.004 - HCM Control Delay (s) 8.5 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 48 HCM 6th TWSC 5: Woodley's Access & Fairway Long Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 105 0 10 40 1 10 Future Vol, veh/h 105 0 10 40 1 10 Conflicting Peds, #/hr 0 00000 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 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 117 0 11 44 1 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 117 0 183 117 Stage 1 - - - - 117 - Stage 2 - - - - 66 - 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 - - 1471 - 806 935 Stage 1 - - - - 908 - Stage 2 - - - - 957 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1471 - 800 935 Mov Cap-2 Maneuver - - - - 800 - Stage 1 - - - - 908 - Stage 2 - - - - 949 - Approach EB WB NB HCM Control Delay, s 0 1.5 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)921 - - 1471 - HCM Lane V/C Ratio 0.013 - - 0.008 - HCM Control Delay (s) 9 - - 7.5 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 49 HCM 6th TWSC 7: Florida Tile Access & Fairway Long Background AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Intersection Int Delay, s/veh 1.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 25 0 15 60 0 5 Future Vol, veh/h 25 0 15 60 0 5 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 29 0 18 71 0 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 29 0 136 29 Stage 1 - - - - 29 - Stage 2 - - - - 107 - 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 - - 1584 - 857 1046 Stage 1 - - - - 994 - Stage 2 - - - - 917 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1584 - 847 1046 Mov Cap-2 Maneuver - - - - 847 - Stage 1 - - - - 994 - Stage 2 - - - - 906 - Approach EB WB NB HCM Control Delay, s 0 1.5 8.5 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)1046 - - 1584 - HCM Lane V/C Ratio 0.006 - - 0.011 - HCM Control Delay (s) 8.5 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 50 HCM 6th TWSC 7: Florida Tile Access & Fairway Long Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 100 0 5 35 0 5 Future Vol, veh/h 100 0 5 35 0 5 Conflicting Peds, #/hr 0 00000 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 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 111 0 6 39 0 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 111 0 162 111 Stage 1 - - - - 111 - Stage 2 - - - - 51 - 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 - - 1479 - 829 942 Stage 1 - - - - 914 - Stage 2 - - - - 971 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1479 - 826 942 Mov Cap-2 Maneuver - - - - 826 - Stage 1 - - - - 914 - Stage 2 - - - - 967 - Approach EB WB NB HCM Control Delay, s 0 0.9 8.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)942 - - 1479 - HCM Lane V/C Ratio 0.006 - - 0.004 - HCM Control Delay (s) 8.8 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 51 HCM 6th TWSC 9: Fossil & Fairway Long Background AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 0 10 5 45 0 0 10 10 0 0 Future Vol, veh/h 0 5 0 10 5 45 0 0 10 10 0 0 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 0 6 0 12 6 53 0 0 12 12 0 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 60 36 0 33 30 60001200 Stage 1 24 24 - 6 6 ------- Stage 2 36 12 - 27 24 ------- 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 936 856 - 974 863 1077 - - - 1607 - - Stage 1 994 875 - 1016 891 ------- Stage 2 980 886 - 990 875 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 881 850 - - 857 1077 - - - 1607 - - Mov Cap-2 Maneuver 881 850 - - 857 ------- Stage 1 994 869 - 1016 891 ------- Stage 2 926 886 - 976 869 ------- Approach EB WB NB SB HCM Control Delay, s 0 7.3 HCM LOS -- Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)-----1607 - - HCM Lane V/C Ratio -----0.007 - - HCM Control Delay (s) 0 ----7.30- HCM Lane LOS A ----AA- HCM 95th %tile Q(veh)-----0-- 52 HCM 6th TWSC 9: Fossil & Fairway Long Background PM Synchro 11 Light Report Intersection Int Delay, s/veh 4.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 0 10 0 25 0 0 20 75 0 0 Future Vol, veh/h 0 5 0 10 0 25 0 0 20 75 0 0 Conflicting Peds, #/hr 0 00000000000 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 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 6 0 11 0 28 0 0 22 83 0 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 191 188 0 180 177 11 0 0 0 22 0 0 Stage 1 166 166 - 11 11 ------- Stage 2 25 22 - 169 166 ------- 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 769 707 - 782 717 1070 - - - 1593 - - Stage 1 836 761 - 1010 886 ------- Stage 2 993 877 - 833 761 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 719 670 - - 680 1070 - - - 1593 - - Mov Cap-2 Maneuver 719 670 - - 680 ------- Stage 1 836 721 - 1010 886 ------- Stage 2 967 877 - 784 721 ------- Approach EB WB NB SB HCM Control Delay, s 0 7.4 HCM LOS -- Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)-----1593 - - HCM Lane V/C Ratio -----0.052 - - HCM Control Delay (s) 0 ----7.40- HCM Lane LOS A ----AA- HCM 95th %tile Q(veh)-----0.2-- 53 APPENDIX F 54 HCM 6th Signalized Intersection Summary 186: College (US 287) & Fairway Short Total AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 65 0 27 11 1 29 52 1661 28 48 985 38 Future Volume (veh/h) 65 0 27 11 1 29 52 1661 28 48 985 38 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1826 1900 1826 1824 1976 1824 1870 1870 1870 1949 1949 1949 Adj Flow Rate, veh/h 71 0 1 12 1 6 57 1805 25 52 1071 33 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %505000222222 Cap, veh/h 168 149 121 173 19 115 490 2953 1317 286 3076 1372 Arrive On Green 0.08 0.00 0.08 0.08 0.08 0.08 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1375 1900 1547 1381 245 1467 511 3554 1585 265 3702 1651 Grp Volume(v), veh/h 71 0 1 12 0 7 57 1805 25 52 1071 33 Grp Sat Flow(s),veh/h/ln 1375 1900 1547 1381 0 1712 511 1777 1585 265 1851 1651 Q Serve(g_s), s 5.5 0.0 0.1 0.9 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 6.0 0.0 0.1 0.9 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.86 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 168 149 121 173 0 134 490 2953 1317 286 3076 1372 V/C Ratio(X) 0.42 0.00 0.01 0.07 0.00 0.05 0.12 0.61 0.02 0.18 0.35 0.02 Avail Cap(c_a), veh/h 398 466 380 404 0 420 490 2953 1317 286 3076 1372 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.72 0.72 0.72 0.70 0.70 0.70 Uniform Delay (d), s/veh 49.7 0.0 46.8 47.1 0.0 46.9 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 1.7 0.0 0.0 0.2 0.0 0.2 0.3 0.7 0.0 1.0 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 0.0 0.0 0.3 0.0 0.2 0.0 0.3 0.0 0.1 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 51.4 0.0 46.8 47.3 0.0 47.1 0.3 0.7 0.0 1.0 0.2 0.0 LnGrp LOS D A D D A D AAAAAA Approach Vol, veh/h 72 19 1887 1156 Approach Delay, s/veh 51.3 47.2 0.7 0.2 Approach LOS D D A A Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 96.4 13.6 96.4 13.6 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 72.0 26.0 72.0 26.0 Max Q Clear Time (g_c+I1), s 2.0 8.0 2.0 2.9 Green Ext Time (p_c), s 0.0 0.1 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 2.0 HCM 6th LOS A 55 Timing Report, Sorted By Phase 186: College (US 287) & Fairway Short Total AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s)78 32 78 32 Maximum Split (%) 70.9% 29.1% 70.9% 29.1% Minimum Split (s)15 15 15 15 Yellow Time (s)5353 All-Red Time (s)1313 Minimum Initial (s)4444 Vehicle Extension (s)3333 Minimum Gap (s)3333 Time Before Reduce (s)0000 Time To Reduce (s)0000 Walk Time (s)1 1 Flash Dont Walk (s)1 1 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s)93 61 93 61 End Time (s)61 93 61 93 Yield/Force Off (s)55 87 55 87 Yield/Force Off 170(s) 55 86 55 86 Local Start Time (s)38 6 38 6 Local Yield (s)0 32 0 32 Local Yield 170(s)0 31 0 31 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 55 (50%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 186: College (US 287) & Fairway 56 Queues 186: College (US 287) & Fairway Short Total AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Lane Group EBL EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 71 29 12 33 57 1805 30 52 1071 41 v/c Ratio 0.49 0.10 0.09 0.14 0.15 0.62 0.02 0.35 0.37 0.03 Control Delay 56.2 0.8 42.6 19.4 7.5 11.9 3.3 10.0 0.9 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.2 0.8 42.6 19.4 7.5 11.9 3.3 10.0 0.9 0.0 Queue Length 50th (ft) 48 0 8 4 12 370 1 1 13 0 Queue Length 95th (ft) 91 0 25 31 m33 693 m8 m5 m20 m0 Internal Link Dist (ft) 704 963 2150 Turn Bay Length (ft) 200 200 20 250 250 250 250 Base Capacity (vph) 315 450 306 472 390 2929 1228 150 2859 1330 Starvation Cap Reductn 0000000000 Spillback Cap Reductn 0000000000 Storage Cap Reductn 0000000000 Reduced v/c Ratio 0.23 0.06 0.04 0.07 0.15 0.62 0.02 0.35 0.37 0.03 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. 57 HCM 6th Signalized Intersection Summary 186: College (US 287) & Fairway Short Total PM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 81 1 57 32 0 38 34 1532 15 35 1798 74 Future Volume (veh/h) 81 1 57 32 0 38 34 1532 15 35 1798 74 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1826 1900 1826 1824 1976 1824 1870 1870 1870 1949 1949 1949 Adj Flow Rate, veh/h 86 1 35 34 0 1 36 1630 11 37 1913 62 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %505000222222 Cap, veh/h 179 165 134 176 0 145 243 2949 1314 324 3072 1369 Arrive On Green 0.09 0.09 0.09 0.09 0.00 0.09 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1383 1900 1547 1338 0 1675 221 3554 1583 318 3702 1649 Grp Volume(v), veh/h 86 1 35 34 0 1 36 1630 11 37 1913 62 Grp Sat Flow(s),veh/h/ln 1383 1900 1547 1338 0 1675 221 1777 1583 318 1851 1649 Q Serve(g_s), s 7.3 0.1 2.5 2.9 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 7.3 0.1 2.5 2.9 0.0 0.1 0.0 0.0 0.0 0.0 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 179 165 134 176 0 145 243 2949 1314 324 3072 1369 V/C Ratio(X) 0.48 0.01 0.26 0.19 0.00 0.01 0.15 0.55 0.01 0.11 0.62 0.05 Avail Cap(c_a), veh/h 370 428 348 360 0 377 243 2949 1314 324 3072 1369 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 0.77 0.77 0.77 0.22 0.22 0.22 Uniform Delay (d), s/veh 53.4 50.1 51.2 51.4 0.0 50.1 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 2.0 0.0 1.0 0.5 0.0 0.0 1.0 0.6 0.0 0.2 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 0.0 1.0 1.0 0.0 0.0 0.1 0.2 0.0 0.0 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 55.4 50.1 52.2 51.9 0.0 50.1 1.0 0.6 0.0 0.2 0.2 0.0 LnGrp LOS E D D D A D AAAAAA Approach Vol, veh/h 122 35 1677 2012 Approach Delay, s/veh 54.4 51.9 0.6 0.2 Approach LOS D D A A Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 104.6 15.4 104.6 15.4 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 82.0 26.0 82.0 26.0 Max Q Clear Time (g_c+I1), s 2.0 9.3 2.0 4.9 Green Ext Time (p_c), s 10.5 0.1 0.0 0.1 Intersection Summary HCM 6th Ctrl Delay 2.6 HCM 6th LOS A 58 Timing Report, Sorted By Phase 186: College (US 287) & Fairway Short Total PM Synchro 11 Light Report Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s)88 32 88 32 Maximum Split (%) 73.3% 26.7% 73.3% 26.7% Minimum Split (s)15 15 15 15 Yellow Time (s)5353 All-Red Time (s)1313 Minimum Initial (s)4444 Vehicle Extension (s)3333 Minimum Gap (s)3333 Time Before Reduce (s)0000 Time To Reduce (s)0000 Walk Time (s)1111 Flash Dont Walk (s)1111 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s)70 38 70 38 End Time (s)38 70 38 70 Yield/Force Off (s)32 64 32 64 Yield/Force Off 170(s) 31 63 31 63 Local Start Time (s)38 6 38 6 Local Yield (s)0 32 0 32 Local Yield 170(s)119 31 119 31 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 32 (27%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 186: College (US 287) & Fairway 59 Queues 186: College (US 287) & Fairway Short Total PM Synchro 11 Light Report Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 86 1 61 34 40 36 1630 16 37 1913 79 v/c Ratio 0.56 0.00 0.31 0.23 0.15 0.29 0.58 0.01 0.21 0.70 0.06 Control Delay 62.8 43.0 32.7 49.3 11.7 7.9 3.5 0.3 2.2 4.1 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.8 43.0 32.7 49.3 11.7 7.9 3.5 0.3 2.2 4.1 0.1 Queue Length 50th (ft) 64 1 24 24 0 4 98 0 1 57 0 Queue Length 95th (ft) 113 6 63 54 27 m8 127 m0 m2 m65 m0 Internal Link Dist (ft) 122 626 946 2148 Turn Bay Length (ft) 200 200 25 250 250 250 250 Base Capacity (vph) 287 398 344 280 447 123 2819 1089 180 2752 1289 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.30 0.00 0.18 0.12 0.09 0.29 0.58 0.01 0.21 0.70 0.06 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. 60 HCM 6th TWSC 5: Woodley's Access & Fairway Short Total AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 89 0 6 85 0 3 Future Vol, veh/h 89 0 6 85 0 3 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 105 0 7 100 0 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 105 0 219 105 Stage 1 - - - - 105 - Stage 2 - - - - 114 - 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 - - 1486 - 769 949 Stage 1 - - - - 919 - Stage 2 - - - - 911 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1486 - 765 949 Mov Cap-2 Maneuver - - - - 765 - Stage 1 - - - - 919 - Stage 2 - - - - 906 - Approach EB WB NB HCM Control Delay, s 0 0.5 8.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)949 - - 1486 - HCM Lane V/C Ratio 0.004 - - 0.005 - HCM Control Delay (s) 8.8 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 61 HCM 6th TWSC 5: Woodley's Access & Fairway Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 131 0 8 100 1 8 Future Vol, veh/h 131 0 8 100 1 8 Conflicting Peds, #/hr 0 00000 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 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 146 0 9 111 1 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 146 0 275 146 Stage 1 - - - - 146 - Stage 2 - - - - 129 - 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 - - 1436 - 715 901 Stage 1 - - - - 881 - Stage 2 - - - - 897 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1436 - 710 901 Mov Cap-2 Maneuver - - - - 710 - Stage 1 - - - - 881 - Stage 2 - - - - 891 - Approach EB WB NB HCM Control Delay, s 0 0.6 9.2 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)875 - - 1436 - HCM Lane V/C Ratio 0.011 - - 0.006 - HCM Control Delay (s) 9.2 - - 7.5 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 62 HCM 6th TWSC 12: Fairway & Fairway Apartment Access Short Total AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Intersection Int Delay, s/veh 3.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 26 63 22 63 0 Future Vol, veh/h 0 26 63 22 63 0 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 0 31 74 26 74 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 100 0 - 0 118 87 Stage 1 - - - - 87 - Stage 2 - - - - 31 - 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 1493 - - - 878 971 Stage 1 - - - - 936 - Stage 2 - - - - 992 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1493 - - - 878 971 Mov Cap-2 Maneuver - - - - 878 - Stage 1 - - - - 936 - Stage 2 - - - - 992 - Approach EB WB SB HCM Control Delay, s 0 0 9.5 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1493 - - - 878 HCM Lane V/C Ratio ----0.084 HCM Control Delay (s) 0 - - - 9.5 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.3 63 HCM 6th TWSC 12: Fairway & Fairway Apartments Access Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 1.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 90 35 65 41 0 Future Vol, veh/h 0 90 35 65 41 0 Conflicting Peds, #/hr 0 00000 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 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 0 100 39 72 46 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 111 0 - 0 175 75 Stage 1 - - - - 75 - Stage 2 - - - - 100 - 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 1479 - - - 815 986 Stage 1 - - - - 948 - Stage 2 - - - - 924 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1479 - - - 815 986 Mov Cap-2 Maneuver - - - - 815 - Stage 1 - - - - 948 - Stage 2 - - - - 924 - Approach EB WB SB HCM Control Delay, s 0 0 9.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1479 - - - 815 HCM Lane V/C Ratio ----0.056 HCM Control Delay (s) 0 - - - 9.7 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.2 64 HCM 6th TWSC 7: Florida Tile Access & Fairway Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 85 0 2 34 0 5 Future Vol, veh/h 85 0 2 34 0 5 Conflicting Peds, #/hr 0 00000 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 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 94 0 2 38 0 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 94 0 136 94 Stage 1 - - - - 94 - Stage 2 - - - - 42 - 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 - - 1500 - 857 963 Stage 1 - - - - 930 - Stage 2 - - - - 980 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1500 - 856 963 Mov Cap-2 Maneuver - - - - 856 - Stage 1 - - - - 930 - Stage 2 - - - - 979 - Approach EB WB NB HCM Control Delay, s 0 0.4 8.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)963 - - 1500 - HCM Lane V/C Ratio 0.006 - - 0.001 - HCM Control Delay (s) 8.8 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 65 HCM 6th TWSC 7: Florida Tile Access & Fairway Short Total AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Intersection Int Delay, s/veh 1.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 20 0 13 50 0 6 Future Vol, veh/h 20 0 13 50 0 6 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 24 0 15 59 0 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 24 0 113 24 Stage 1 - - - - 24 - Stage 2 - - - - 89 - 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 - - 1591 - 884 1052 Stage 1 - - - - 999 - Stage 2 - - - - 934 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1591 - 875 1052 Mov Cap-2 Maneuver - - - - 875 - Stage 1 - - - - 999 - Stage 2 - - - - 925 - Approach EB WB NB HCM Control Delay, s 0 1.5 8.4 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)1052 - - 1591 - HCM Lane V/C Ratio 0.007 - - 0.01 - HCM Control Delay (s) 8.4 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 66 HCM 6th TWSC 9: Fossil & Fairway Short Total AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Intersection Int Delay, s/veh 7.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 309338008910 Future Vol, veh/h 0 309338008910 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 0 4 0 11 4 45 0 0 9 11 1 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 52 32 1 30 28 5100900 Stage 1 23 23 - 5 5 ------- Stage 2 29 9 - 25 23 ------- 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 947 861 1084 979 865 1078 1622 - - 1611 - - Stage 1 995 876 - 1017 892 ------- Stage 2 988 888 - 993 876 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 900 855 1084 971 859 1078 1622 - - 1611 - - Mov Cap-2 Maneuver 900 855 - 971 859 ------- Stage 1 995 870 - 1017 892 ------- Stage 2 943 888 - 982 870 ------- Approach EB WB NB SB HCM Control Delay, s 9.2 8.7 0 6.5 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1622 - - 855 1041 1611 - - HCM Lane V/C Ratio - - - 0.004 0.057 0.007 - - HCM Control Delay (s) 0 - - 9.2 8.7 7.2 0 - HCM Lane LOS A - -AAAA - HCM 95th %tile Q(veh) 0 - - 0 0.2 0 - - 67 HCM 6th TWSC 9: Fossil & Fairway Short Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 40802600126900 Future Vol, veh/h 0 40802600126900 Conflicting Peds, #/hr 0 00000000000 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 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 40902900137700 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 175 167 0 163 161 70001300 Stage 1 154 154 - 7 7 ------- Stage 2 21 13 - 156 154 ------- 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 788 726 - 802 731 1075 - - - 1606 - - Stage 1 848 770 - 1015 890 ------- Stage 2 998 885 - 846 770 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 738 691 - - 696 1075 - - - 1606 - - Mov Cap-2 Maneuver 738 691 - - 696 ------- Stage 1 848 733 - 1015 890 ------- Stage 2 971 885 - 801 733 ------- Approach EB WB NB SB HCM Control Delay, s 0 7.4 HCM LOS -- Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)-----1606 - - HCM Lane V/C Ratio -----0.048 - - HCM Control Delay (s) 0 ----7.40- HCM Lane LOS A ----AA- HCM 95th %tile Q(veh)-----0.1-- 68 APPENDIX G 69 HCM 6th Signalized Intersection Summary 186: College (US 287) & Fairway Long Total AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 0 30 15 1 35 60 1760 35 55 1045 45 Future Volume (veh/h) 70 0 30 15 1 35 60 1760 35 55 1045 45 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1826 1900 1826 1824 1976 1824 1870 1870 1870 1949 1949 1949 Adj Flow Rate, veh/h 76 0 1 16 1 17 65 1913 37 60 1136 47 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %505000222222 Cap, veh/h 175 171 139 190 8 144 453 4224 82 233 4291 177 Arrive On Green 0.09 0.00 0.09 0.09 0.09 0.09 0.82 0.82 0.82 1.00 1.00 1.00 Sat Flow, veh/h 1362 1900 1547 1381 94 1595 474 5157 100 236 5239 217 Grp Volume(v), veh/h 76 0 1 16 0 18 65 1262 688 60 769 414 Grp Sat Flow(s),veh/h/ln 1362 1900 1547 1381 0 1689 474 1702 1852 236 1773 1910 Q Serve(g_s), s 6.0 0.0 0.1 1.2 0.0 1.1 3.2 11.7 11.8 5.3 0.0 0.0 Cycle Q Clear(g_c), s 7.1 0.0 0.1 1.2 0.0 1.1 3.2 11.7 11.8 17.1 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.94 1.00 0.05 1.00 0.11 Lane Grp Cap(c), veh/h 175 171 139 190 0 152 453 2788 1517 233 2905 1564 V/C Ratio(X) 0.43 0.00 0.01 0.08 0.00 0.12 0.14 0.45 0.45 0.26 0.26 0.26 Avail Cap(c_a), veh/h 386 466 380 404 0 415 453 2788 1517 233 2905 1564 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 0.00 1.00 1.00 0.00 1.00 0.89 0.89 0.89 0.81 0.81 0.81 Uniform Delay (d), s/veh 49.3 0.0 45.6 46.1 0.0 46.0 2.1 2.9 2.9 1.1 0.0 0.0 Incr Delay (d2), s/veh 1.7 0.0 0.0 0.2 0.0 0.3 0.6 0.5 0.9 2.2 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 0.0 0.0 0.4 0.0 0.5 0.2 2.0 2.3 0.1 0.1 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 51.0 0.0 45.6 46.3 0.0 46.4 2.7 3.3 3.7 3.3 0.2 0.3 LnGrp LOS D A D D A D AAAAAA Approach Vol, veh/h 77 34 2015 1243 Approach Delay, s/veh 50.9 46.3 3.5 0.4 Approach LOS D D A A Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 95.1 14.9 95.1 14.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 72.0 26.0 72.0 26.0 Max Q Clear Time (g_c+I1), s 19.1 9.1 5.2 3.2 Green Ext Time (p_c), s 0.1 0.2 0.1 0.1 Intersection Summary HCM 6th Ctrl Delay 3.8 HCM 6th LOS A 70 Timing Report, Sorted By Phase 186: College (US 287) & Fairway Long Total AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s)78 32 78 32 Maximum Split (%) 70.9% 29.1% 70.9% 29.1% Minimum Split (s)15 15 15 15 Yellow Time (s)5353 All-Red Time (s)1313 Minimum Initial (s)4444 Vehicle Extension (s)3333 Minimum Gap (s)3333 Time Before Reduce (s)0000 Time To Reduce (s)0000 Walk Time (s)1 1 Flash Dont Walk (s)1 1 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s)93 61 93 61 End Time (s)61 93 61 93 Yield/Force Off (s)55 87 55 87 Yield/Force Off 170(s) 55 86 55 86 Local Start Time (s)38 6 38 6 Local Yield (s)0 32 0 32 Local Yield 170(s)0 31 0 31 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 55 (50%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 186: College (US 287) & Fairway 71 Queues 186: College (US 287) & Fairway Long Total AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Lane Group EBL EBR WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 76 33 16 39 65 1951 60 1185 v/c Ratio 0.51 0.12 0.11 0.17 0.19 0.47 0.45 0.29 Control Delay 56.3 0.9 42.7 25.0 8.4 7.3 20.6 0.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.3 0.9 42.7 25.0 8.4 7.3 20.6 0.9 Queue Length 50th (ft) 51 0 10 11 9 134 7 13 Queue Length 95th (ft) 95 0 30 41 58 424 m59 m19 Internal Link Dist (ft) 704 963 2150 Turn Bay Length (ft) 200 200 20 250 250 Base Capacity (vph) 314 437 306 467 339 4176 133 4066 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.24 0.08 0.05 0.08 0.19 0.47 0.45 0.29 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. 72 HCM 6th Signalized Intersection Summary 186: College (US 287) & Fairway Long Total PM Synchro 11 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 90 1 65 35 0 45 35 1620 20 40 1905 80 Future Volume (veh/h) 90 1 65 35 0 45 35 1620 20 40 1905 80 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1826 1900 1826 1824 1976 1824 1870 1870 1870 1949 1949 1949 Adj Flow Rate, veh/h 96 1 45 37 0 13 37 1723 20 43 2027 82 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %505000222222 Cap, veh/h 189 193 157 194 0 170 218 4242 49 295 4276 173 Arrive On Green 0.10 0.10 0.10 0.10 0.00 0.10 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1368 1900 1547 1326 0 1675 193 5203 60 288 5245 212 Grp Volume(v), veh/h 96 1 45 37 0 13 37 1127 616 43 1369 740 Grp Sat Flow(s),veh/h/ln 1368 1900 1547 1326 0 1675 193 1702 1859 288 1773 1910 Q Serve(g_s), s 8.2 0.1 3.2 3.1 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 9.0 0.1 3.2 3.2 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.03 1.00 0.11 Lane Grp Cap(c), veh/h 189 193 157 194 0 170 218 2775 1516 295 2891 1557 V/C Ratio(X) 0.51 0.01 0.29 0.19 0.00 0.08 0.17 0.41 0.41 0.15 0.47 0.48 Avail Cap(c_a), veh/h 358 428 348 358 0 377 218 2775 1516 295 2891 1557 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 0.91 0.91 0.91 0.61 0.61 0.61 Uniform Delay (d), s/veh 52.9 48.5 49.9 49.9 0.0 48.8 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 2.1 0.0 1.0 0.5 0.0 0.2 1.5 0.4 0.7 0.6 0.3 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 2.9 0.0 1.3 1.1 0.0 0.4 0.1 0.2 0.3 0.1 0.1 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 55.0 48.5 50.9 50.4 0.0 49.0 1.5 0.4 0.7 0.6 0.3 0.6 LnGrp LOS E D D D A D AAAAAA Approach Vol, veh/h 142 50 1780 2152 Approach Delay, s/veh 53.7 50.0 0.5 0.4 Approach LOS D D A A Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 102.8 17.2 102.8 17.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 82.0 26.0 82.0 26.0 Max Q Clear Time (g_c+I1), s 2.0 11.0 2.0 5.2 Green Ext Time (p_c), s 10.7 0.1 0.1 0.1 Intersection Summary HCM 6th Ctrl Delay 2.9 HCM 6th LOS A 73 Timing Report, Sorted By Phase 186: College (US 287) & Fairway Long Total PM Synchro 11 Light Report Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s)88 32 88 32 Maximum Split (%) 73.3% 26.7% 73.3% 26.7% Minimum Split (s)15 15 15 15 Yellow Time (s)5353 All-Red Time (s)1313 Minimum Initial (s)4444 Vehicle Extension (s)3333 Minimum Gap (s)3333 Time Before Reduce (s)0000 Time To Reduce (s)0000 Walk Time (s)1111 Flash Dont Walk (s)1111 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s)70 38 70 38 End Time (s)38 70 38 70 Yield/Force Off (s)32 64 32 64 Yield/Force Off 170(s) 31 63 31 63 Local Start Time (s)38 6 38 6 Local Yield (s)0 32 0 32 Local Yield 170(s)119 31 119 31 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 32 (27%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 186: College (US 287) & Fairway 74 Queues 186: College (US 287) & Fairway Long Total PM Synchro 11 Light Report Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 96 1 69 37 48 37 1744 43 2112 v/c Ratio 0.59 0.00 0.33 0.23 0.18 0.36 0.44 0.27 0.54 Control Delay 63.1 42.0 33.8 48.3 19.0 13.8 3.2 4.4 2.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 63.1 42.0 33.8 48.3 19.0 13.8 3.2 4.4 2.3 Queue Length 50th (ft) 71 1 30 26 7 4 75 2 32 Queue Length 95th (ft) 122 6 71 57 40 19 97 m3 43 Internal Link Dist (ft) 122 626 946 2148 Turn Bay Length (ft) 200 200 25 250 250 Base Capacity (vph) 285 398 344 280 441 104 3998 162 3893 Starvation Cap Reductn 000000000 Spillback Cap Reductn 000000000 Storage Cap Reductn 000000000 Reduced v/c Ratio 0.34 0.00 0.20 0.13 0.11 0.36 0.44 0.27 0.54 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. 75 HCM 6th TWSC 5: Woodley's Access & Fairway Long Total AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 95 0 5 100 0 5 Future Vol, veh/h 95 0 5 100 0 5 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 112 0 6 118 0 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 112 0 242 112 Stage 1 - - - - 112 - Stage 2 - - - - 130 - 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 - - 1478 - 746 941 Stage 1 - - - - 913 - Stage 2 - - - - 896 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1478 - 743 941 Mov Cap-2 Maneuver - - - - 743 - Stage 1 - - - - 913 - Stage 2 - - - - 892 - Approach EB WB NB HCM Control Delay, s 0 0.4 8.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)941 - - 1478 - HCM Lane V/C Ratio 0.006 - - 0.004 - HCM Control Delay (s) 8.9 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 76 HCM 6th TWSC 5: Woodley's Access & Fairway Long Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 145 0 10 105 1 10 Future Vol, veh/h 145 0 10 105 1 10 Conflicting Peds, #/hr 0 00000 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 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 161 0 11 117 1 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 161 0 300 161 Stage 1 - - - - 161 - Stage 2 - - - - 139 - 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 - - 1418 - 691 884 Stage 1 - - - - 868 - Stage 2 - - - - 888 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1418 - 685 884 Mov Cap-2 Maneuver - - - - 685 - Stage 1 - - - - 868 - Stage 2 - - - - 881 - Approach EB WB NB HCM Control Delay, s 0 0.7 9.2 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)861 - - 1418 - HCM Lane V/C Ratio 0.014 - - 0.008 - HCM Control Delay (s) 9.2 - - 7.6 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 77 HCM 6th TWSC 12: Fairway & Fairway Apartment Access Long Total AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Intersection Int Delay, s/veh 3.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 30 75 25 65 0 Future Vol, veh/h 0 30 75 25 65 0 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 0 35 88 29 76 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 117 0 - 0 138 103 Stage 1 - - - - 103 - Stage 2 - - - - 35 - 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 1471 - - - 855 952 Stage 1 - - - - 921 - Stage 2 - - - - 987 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1471 - - - 855 952 Mov Cap-2 Maneuver - - - - 855 - Stage 1 - - - - 921 - Stage 2 - - - - 987 - Approach EB WB SB HCM Control Delay, s 0 0 9.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1471 - - - 855 HCM Lane V/C Ratio ----0.089 HCM Control Delay (s) 0 - - - 9.6 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.3 78 HCM 6th TWSC 12: Fairway & Fairway Apartments Access Long Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 1.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 105 40 65 40 0 Future Vol, veh/h 0 105 40 65 40 0 Conflicting Peds, #/hr 0 00000 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 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 0 117 44 72 44 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 116 0 - 0 197 80 Stage 1 - - - - 80 - Stage 2 - - - - 117 - 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 1473 - - - 792 980 Stage 1 - - - - 943 - Stage 2 - - - - 908 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1473 - - - 792 980 Mov Cap-2 Maneuver - - - - 792 - Stage 1 - - - - 943 - Stage 2 - - - - 908 - Approach EB WB SB HCM Control Delay, s 0 0 9.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1473 - - - 792 HCM Lane V/C Ratio ----0.056 HCM Control Delay (s) 0 - - - 9.8 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.2 79 HCM 6th TWSC 7: Florida Tile Access & Fairway Long Total AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Intersection Int Delay, s/veh 1.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 25 0 15 60 0 5 Future Vol, veh/h 25 0 15 60 0 5 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 29 0 18 71 0 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 29 0 136 29 Stage 1 - - - - 29 - Stage 2 - - - - 107 - 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 - - 1584 - 857 1046 Stage 1 - - - - 994 - Stage 2 - - - - 917 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1584 - 847 1046 Mov Cap-2 Maneuver - - - - 847 - Stage 1 - - - - 994 - Stage 2 - - - - 906 - Approach EB WB NB HCM Control Delay, s 0 1.5 8.5 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)1046 - - 1584 - HCM Lane V/C Ratio 0.006 - - 0.011 - HCM Control Delay (s) 8.5 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 80 HCM 6th TWSC 7: Florida Tile Access & Fairway Long Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 100 0 5 35 0 5 Future Vol, veh/h 100 0 5 35 0 5 Conflicting Peds, #/hr 0 00000 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 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 111 0 6 39 0 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 111 0 162 111 Stage 1 - - - - 111 - Stage 2 - - - - 51 - 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 - - 1479 - 829 942 Stage 1 - - - - 914 - Stage 2 - - - - 971 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1479 - 826 942 Mov Cap-2 Maneuver - - - - 826 - Stage 1 - - - - 914 - Stage 2 - - - - 967 - Approach EB WB NB HCM Control Delay, s 0 0.9 8.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)942 - - 1479 - HCM Lane V/C Ratio 0.006 - - 0.004 - HCM Control Delay (s) 8.8 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 81 HCM 6th TWSC 9: Fossil & Fairway Long Total AM Scenario 1 City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 11 Light Report Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 0 10 5 45 0 0 10 10 0 0 Future Vol, veh/h 0 5 0 10 5 45 0 0 10 10 0 0 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 0 6 0 12 6 53 0 0 12 12 0 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 60 36 0 33 30 60001200 Stage 1 24 24 - 6 6 ------- Stage 2 36 12 - 27 24 ------- 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 936 856 - 974 863 1077 - - - 1607 - - Stage 1 994 875 - 1016 891 ------- Stage 2 980 886 - 990 875 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 881 850 - - 857 1077 - - - 1607 - - Mov Cap-2 Maneuver 881 850 - - 857 ------- Stage 1 994 869 - 1016 891 ------- Stage 2 926 886 - 976 869 ------- Approach EB WB NB SB HCM Control Delay, s 0 7.3 HCM LOS -- Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)-----1607 - - HCM Lane V/C Ratio -----0.007 - - HCM Control Delay (s) 0 ----7.30- HCM Lane LOS A ----AA- HCM 95th %tile Q(veh)-----0-- 82 HCM 6th TWSC 9: Fossil & Fairway Long Total PM Synchro 11 Light Report Intersection Int Delay, s/veh 4.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 0 10 0 25 0 0 20 75 0 0 Future Vol, veh/h 0 5 0 10 0 25 0 0 20 75 0 0 Conflicting Peds, #/hr 0 00000000000 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 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 6 0 11 0 28 0 0 22 83 0 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 191 188 0 180 177 11 0 0 0 22 0 0 Stage 1 166 166 - 11 11 ------- Stage 2 25 22 - 169 166 ------- 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 769 707 - 782 717 1070 - - - 1593 - - Stage 1 836 761 - 1010 886 ------- Stage 2 993 877 - 833 761 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 719 670 - - 680 1070 - - - 1593 - - Mov Cap-2 Maneuver 719 670 - - 680 ------- Stage 1 836 721 - 1010 886 ------- Stage 2 967 877 - 784 721 ------- Approach EB WB NB SB HCM Control Delay, s 0 7.4 HCM LOS -- Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)-----1593 - - HCM Lane V/C Ratio -----0.052 - - HCM Control Delay (s) 0 ----7.40- HCM Lane LOS A ----AA- HCM 95th %tile Q(veh)-----0.2-- 83 APPENDIX H 84 South Transit Center SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES 85 Table 1 Pedestrian LOS Worksheet Project Location Classification: Activity Center and Corridors 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 north Commercial Minimum B B C B B 1 Actual B B A B B Proposed B B A B B Commercial/Residential to the east Commercial/ Residential Minimum B B C B B 2 Actual B C C B B Proposed B C C B B Commercial/Residential to the south Commercial Minimum B B C B B 3 Actual B B A B B Proposed B B A B B South Transit Center and Mason Trail to the west Transit/ Recreation Minimum B B C B B 4 Actual B B A B B Proposed B B A B B Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 86 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C B B Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification South Transit Center/Mason trails Recreational B B B 1 2 3 4 87