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Home My WebLink AboutReports - Transportation Impact Study - 02/01/2019DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Roads .............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrians Facilities ...................................................................................................... 8 Bicycle Facilities .............................................................................................................. 8 Transit Facilities .............................................................................................................. 8 III. PROPOSED DEVELOPMENT ................................................................................. 9 Trip Generation ............................................................................................................... 9 Trip Distribution ............................................................................................................. 11 Background Traffic Projections ..................................................................................... 11 Trip Assignment ............................................................................................................ 11 Signal Warrants ............................................................................................................. 11 Operation Analysis ........................................................................................................ 18 Geometry ...................................................................................................................... 25 Weekend Services ........................................................................................................ 25 Pedestrian Level of Service ........................................................................................... 25 Bicycle Level of Service ................................................................................................ 27 Transit Level of Service ................................................................................................. 27 Mitigation ....................................................................................................................... 28 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 29 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 7 2. Trip Generation ......................................................................................................... 9 3. Short Range (2023) Background Peak Hour Operation .......................................... 19 4. Long Range (2040) Background Peak Hour Operation ........................................... 20 5. Short Range (2023) Total Peak Hour Operation ..................................................... 21 6. Long Range (2040) Total Peak Hour Operation ...................................................... 23 DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry ................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Site Plan .................................................................................................................. 10 5. Trip Distribution ....................................................................................................... 12 6. Short Range (2023) Background Peak Hour Traffic ................................................ 13 7. Long Range (2040) Background Peak Hour Traffic ................................................. 14 8. Site Generated Peak Hour Traffic ........................................................................... 15 9. Short Range (2023) Total Peak Hour Traffic ........................................................... 16 10. Long Range (2040) Total Peak Hour Traffic ............................................................ 17 11. Short Range (2023) and Long Range (2040) Geometry ......................................... 26 APPENDICES A. Base Assumptions form and related information B. Recent Peak Hour Traffic C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins LOS Standards D. Short Range (2023) Background Peak Hour Operation E. Long Range (2040) Background Peak Hour Operation F. Short Range (2023) Total Peak Hour Operation G. Long Range (2040) Total Peak Hour Operation H. Pedestrian/Bicycle Level of Service DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 1 I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Saint John XXIII Church and Lombardy Student Housing. The proposed Saint John XXIII Church and Lombardy Student Housing site is located north of (adjacent to) University Avenue, between Shields Street and City Park Avenue in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project developer (Blackbird Investments), the project engineer (Northern Engineering), the project planning consultant (BHA Design), 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). The base assumptions packet is provided in Appendix A. The study involved the following steps:  Collect physical, traffic, and development data;  Perform trip generation, trip distribution, and trip assignment;  Determine peak hour traffic volumes;  Conduct capacity and operational level of service analyses on key intersections;  Analyze signal warrants;  Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation. DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Saint John XXIII Church and Lombardy Student Housing 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 institutional (CSU), commercial, or residential. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. This site is west of the center of Fort Collins. Colorado State University is east of the proposed Saint John XXIII Church and Lombardy Student Housing site. Roads The primary streets near the Saint John XXIII Church and Lombardy Student Housing site are University Avenue, West Elizabeth Street, Shields Street, and City Park Avenue. Figure 2 shows a schematic of the existing geometry at the West Elizabeth/Shields, West Elizabeth/City Park, Shields/University, and University/City Park intersections. West Elizabeth Street is to the north of the Saint John XXIII Church and Lombardy Student Housing site. It is classified as a four-lane arterial street on the Fort Collins Master Street Plan. Currently, West Elizabeth Street has a four-lane cross section in this area. At the West Elizabeth/Shields intersection, West Elizabeth Street has dual eastbound left-turn lanes, a westbound left-turn lane, a through lane in each direction, and eastbound and westbound right-turn lanes. At the West Elizabeth/City Park intersection, West Elizabeth Street has eastbound and westbound left-turn lanes and two through lanes in each direction. Eastbound and westbound right-turn lanes are required with the existing traffic volumes at the West Elizabeth/City Park intersection. Typically with constrained conditions, when turn lanes are shown to be required based on volumes, they are not built unless the operation at the subject intersection is determined to be unacceptable. The West Elizabeth/Shields and West Elizabeth/City Park intersections have signal control. The posted speed limit in this area of West Elizabeth Street is 30 mph. Shields Street is to the east of the Saint John XXIII Church and Lombardy Student Housing site. It is a north-south street designated as a four-lane arterial street on the Fort Collins Master Street Plan. Currently, it has a four-lane cross section in this area. At the West Elizabeth/Shields intersection, Shields Street has northbound and southbound left-turn lanes, two through lanes in each direction, and a southbound right- turn lane. According to LCUASS, a northbound right-turn lane is required with the existing traffic volumes at the West Elizabeth/Shields intersection. With regard to this right-turn lane, Shields Street is considered to be in a constrained condition. At the SCALE: 1"=500' SITE LOCATION Figure 1 DELICH ASSOCIATES City Park Avenue Shields Street University Avenue Plum Street Elizabeth Street Laurel Street Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 Page 3 EXISTING GEOMETRY Figure 2 DELICH ASSOCIATES Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 Page 4 West Elizabeth Street Shields Street City Park Avenue - Denotes Lane University Avenue STOP STOP DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 5 Shields/University intersection, Shields Street has northbound left-turn lane, two through lanes in each direction. The Shields/University intersection has stop sign control on University Avenue. The posted speed limit in this area of Shields Street is 30 mph. City Park Avenue is a north-south street designated as a local street on the Fort Collins Master Street Plan. Currently, City Park Avenue has a two-lane cross section with parking on both sides of the street. At the West Elizabeth/City Park intersection, City Park Avenue has northbound and southbound left-turn lanes and a through/right- turn lane in each direction. According to LCUASS, a northbound right-turn lane is required with the existing traffic volumes at the West Elizabeth/City Park intersection. With regard to this right-turn lane, City Park Avenue is considered to be in a constrained condition. At the City Park/University intersection, City Park Avenue has northbound and southbound movements combined into single lanes. The posted speed limit in this area of City Park Avenue is 25 mph. University Avenue is to the south (adjacent to) of the Saint John XXIII Church and Lombardy Student Housing site. It is classified as a local street on the Fort Collins Master Street Plan. Currently, University Avenue has a two-lane cross section in this area. University Avenue only has a west leg at the Shields/University intersection. At the Shields/University intersection, University Avenue has eastbound movements combined into a single lane. University Avenue only has an east leg at the City Park/University intersection. At the City Park/University intersection, University Avenue has westbound movements combined into a single lane. The West Elizabeth/Shields and West Elizabeth/City Park intersections have signal control. The posted speed limit in this area of West Elizabeth Street is 30 mph. Existing Traffic Figure 3 shows the recent morning and afternoon peak hour traffic counts at the West Elizabeth/Shields, West Elizabeth/City Park, Shields/University, and City Park/ University intersections. Recent count data at the West Elizabeth/Shields and West Elizabeth/City Park intersections was obtained in October 2016. Raw count data is provided in Appendix B. Recent count data at the Shields/University, City Park/ University, and the University/access intersections was obtained in September 2018. Existing Operation The West Elizabeth/Shields, West Elizabeth/City Park, Shields/University, City Park/University intersections were evaluated using techniques provided in the 2016 Highway Capacity Manual (2016HCM). Using the peak hour traffic shown in Figure 3, the peak hour operation is shown in Table 1. The West Elizabeth/Shields, West Elizabeth/City Park, Shields/University, and City Park/University intersections meet the meet the City of Fort Collins Motor Vehicle LOS Standard during the morning and afternoon peak hours with existing signal control, geometry, and signal timing. At the RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 Page 6 2/1 0/0 7/8 0/1 0/0 0/7 0/1 44/64 1/1 16/20 40/120 3/2 West Elizabeth Street AM/PM Shields Street 106/301 860/1175 113/65 119/362 732/1075 5/6 298/298 51/30 258/326 7/10 5/45 22/84 28/113 44/112 61/85 22/67 10/106 47/74 47/77 478/459 90/85 48/89 175/491 25/86 City Park Avenue 45/123 891/1402 14/19 890/1495 5/4 54/75 28/110 2/10 34/44 2/4 1/6 18/14 2/3 7/10 10/1 DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 7 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM West Elizabeth/Shields (signal) EB LT E E EB T C C EB RT C D EB APPROACH D E WB LT D E WB T D D WB RT A A WB APPROACH D E NB LT B E NB T D C NB T/RT D C NB APPROACH D D SB LT C C SB T A C SB RT A A SB APPROACH A C OVERALL C D West Elizabeth/City Park (signal) EB LT A A EB T A A EB T/RT A A EB APPROACH A A WB LT A A WB T A B WB T/RT A B WB APPROACH A B NB LT B C NB T/RT B B NB APPROACH B B SB LT C B SB T/RT B B SB APPROACH C B OVERALL A A Shields/University (stop sign) EB LT/RT C F (76.9 secs) NB LT B C OVERALL A A City Park/University (stop sign) WB LT/RT A B SB LT/T A A OVERALL A A DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 8 Shields/University intersection, the calculated delay for the eastbound approach was commensurate with level of service F. The calculated delay associated with level of service F operation is provided in Table 1. Calculation forms are provided in Appendix C. The University/access intersections were not rigorously analyzed, since based on the volumes the intersections will operate a level of service A. 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. The Saint John XXIII Church and Lombardy Student Housing is in an area termed “mixed-use district.” In areas termed “mixed-use districts,” acceptable operation at signalized intersections during the peak hours is defined as level of service E or better for the overall intersection, and level of service E or better for any leg or movement. 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. Pedestrian Facilities There are sidewalks along West Elizabeth Street, Shields Street, City Park Avenue, and University Avenue. There is a pedestrian/bicycle underpass under Shields Street Bicycle Facilities Bicycle lanes exist on West Elizabeth Street and Shields Street. City Park Avenue and University Avenue have no bicycle lanes. Bike lanes are not required on local streets. There is a pedestrian/bicycle underpass under Shields Street. Transit Facilities This area of Fort Collins is served by Transfort Route 2 on West Elizabeth Street and Routes 7 and 19 on Shields Street. DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 9 III. PROPOSED DEVELOPMENT The Saint John XXIII Church and Lombardy Student Housing development is a student residential development with 630 beds, a 2,000 square foot coffee shop, and 2,000 square feet of retail. The existing St. John XXIII Church will be relocated to the northwest quadrant of the Shields/University intersection. Figure 4 shows a site plan of the Saint John XXIII Church and Lombardy Student Housing development. The site plan shows access to/from University Avenue. There will be no motor vehicle access to West Elizabeth Street. There will be pedestrian and bicycle access to West Elizabeth Street. The Saint John XXIII Church will be relocated to the northwest quadrant of the Shields/University intersection. The short range analysis (Year 2023) includes development of the Saint John XXIII Church and Lombardy Student Housing site and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. The long range analysis (Year 2040) includes background traffic due to normal growth and in general accordance with the Fort Collins Structure Plan. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 10th Edition, ITE is customarily used to estimate trips that would be generated by the proposed/expected use at a site. However, the City of Fort Collins has developed trip generation rates for apartment projects similar to Saint John XXIII Church and Lombardy Student Housing. The Fort Collins trip generation rates are specifically applied to student housing projects. While the number of beds is expected to be less, 630 beds was conservatively used in this analysis. Table 2 shows the daily and peak hour trip generation for the Saint John XXIII Church and Lombardy Student Housing site. It is assumed that alternative modes (pedestrian, bicycle, and transit) have been considered in the City of Fort Collins rates for apartments. The additional trip generation of the Saint John XXIII Church and Lombardy Student Housing development resulted in 2616 daily trip ends, 224 morning peak hour trip ends, and 310 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 Student Housing 630 Beds 2.65 1670 0.07 44 0.12 76 0.21 132 0.21 132 936 Coffee w/No Drive-Thru 2.0 KSF 852(1) 51.6 51(1) 49.6 50(1) 18.2 18(1) 18.2 18(1) 820 Shopping Center 2.0 KSF 37.75 94(1) 0.58 2(1) 0.36 1(1) 1.83 5(1) 1.98 5(1) Total 2616 97 127 155 155 (1) 50 percent via motor vehicle SITE PLAN Figure 4 DELICH ASSOCIATES Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 Page 10 DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 11 Trip Distribution Directional distribution of the generated trips was determined for the Saint John XXIII Church and Lombardy Student Housing site. Figure 5 shows the vehicle trip distribution used for the Saint John XXIII Church and Lombardy Student Housing site. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. Background Traffic Projections Figures 6 and 7 show the short range (2023) and long range (2040) background peak hour traffic projections at the key intersections. Traffic at the key intersections was increased at a rate of approximately one percent per year for the short range (2023) and long range (2040) background traffic forecasts. In addition to this, site generated traffic from the Hub, West Plum Street Apartment, and Union on Elizabeth developments were included in the traffic forecasts. Site generated traffic from St. John XXIII Church was excluded from the traffic forecasts, since it will be razed and relocated for the Saint John XXIII Church and Lombardy Student Housing development. Trip Assignment Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Using the trip distribution shown in Figure 5, Figure 8 shows the assignment of the site generated peak hour vehicle traffic. The site generated vehicle traffic was combined with the background traffic to determine the total forecasted vehicle traffic at the key intersections. Figures 9 and 10 shows the short range (2023) and long range (2040) total peak hour vehicle traffic at the key intersections. The long range background and total hour traffic forecasts (Figures 7 and 10) are generally higher than those reflected in the “West Elizabeth Corridor Plan” at the West Elizabeth/Shields and West Elizabeth/City Park intersections. The forecasts in this TIS consider known/ approved development projects. 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 West Elizabeth/Shields and West Elizabeth/City Park intersections are currently signalized. The stop sign controlled intersections at the Shields/University, City Park/University, and University/Site Access intersections are not expected to meet peak hour signal warrants and do not meet signal spacing requirements. TRIP DISTRIBUTION Figure 5 DELICH ASSOCIATES Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 Page 12 West Elizabeth Street Shields Street City Park Avenue University Avenue 35% 10% 20% 35% Nominal Nominal SHORT RANGE (2023) BACKGROUND PEAK HOUR TRAFFIC Figure 6 DELICH ASSOCIATES Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 Page 13 West Elizabeth Street AM/PM Shields Street 150/401 920/1273 120/70 149/431 791/1157 5/6 355/348 63/43 341/405 7/11 11/64 23/90 30/120 46/119 64/86 26/78 42/113 51/79 55/87 591/607 96/90 54/94 268/636 25/87 City Park Avenue 47/129 1185/1740 15/20 1145/1601 5/4 57/79 48/128 34/45 57/104 25/5 29/96 9/27 University Avenue 2/7 12/11 33/36 3/8 27/97 2/8 26/109 2/10 32/41 2/4 1/6 18/14 33/121 LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 Page 14 West Elizabeth Street Shields Street 175/485 1100/1520 145/85 175/525 945/1385 10/10 425/430 75/55 400/500 10/15 10/75 25/105 35/145 60/140 80/110 30/95 55/135 60/100 65/105 690/725 115/110 70/120 310/760 30/110 City Park Avenue 55/150 1415/2085 20/25 1350/1965 5/5 65/90 55/150 40/50 65/120 30/5 35/110 10/30 University Avenue AM/PM Rounded to Nearest 5 Vehicles 5/5 10/10 30/50 5/10 50/130 5/10 50/135 2/10 40/55 5/5 5/5 SITE GENERATED PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 Page 15 West Elizabeth Street AM/PM Shields Street 1/2 NOM 19/31 25/30 NOM 44/55 12/14 22/29 11/14 34/55 City Park Avenue 34/55 19/31 1/2 46/55 45/69 NOM 78/98 NOM University Avenue 59/77 11/13 0/0 8/10 11/7 59/66 13/15 80/99 80/99 51/67 71/98 13/15 59/66 8/10 SJXXIII/Lombardy West Access Big Horn Village Access Comcast Access Big Horn Village Access SJXXIII/Lombardy East Access 84/113 67/76 93/114 SHORT RANGE (2023) TOTAL PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 Page 16 West Elizabeth Street AM/PM Shields Street 150/401 922/1275 120/70 149/431 812/1189 5/6 380/378 63/43 341/405 7/11 11/64 23/90 74/175 58/133 87/115 26/78 52/127 51/79 55/87 591/607 130/145 54/94 268/636 25/87 City Park Avenue 81/184 1185/1740 34/51 1145/1601 6/6 103/134 48/128 79/114 57/104 25/5 107/194 9/27 University Avenue 2/7 0/0 12/11 11/13 0/0 8/10 11/7 92/102 3/8 13/15 107/196 2/8 119/223 LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES West Elizabeth Street Shields Street City Park Avenue University Avenue 5/5 0/0 10/10 10/15 0/0 10/10 10/10 90/115 5/10 15/15 130/230 5/10 145/250 5/10 105/130 5/5 5/5 20/15 80/100 50/70 70/100 70/160 60/65 65/80 135/255 5/5 110/145 5/5 5/5 5/10 AM/PM Rounded to Nearest 5 Vehicles 175/485 1100/1525 145/85 175/525 965/1415 10/10 450/460 75/55 400/500 10/15 10/75 25/105 80/200 70/155 100/140 30/95 65/150 60/100 65/105 DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 18 Operation Analysis Operation analyses were performed at the West Elizabeth/Shields, West Elizabeth/City Park, Shields/University, City Park/University, and University/Site Access intersections. The operation analyses were conducted for the short range future, reflecting a year 2023 condition and for the long range future, reflecting a year 2040 condition. The long range (2040) operational analyses are used for planning and informational purposes only. Using the short range (2023) background peak hour traffic volumes, the West Elizabeth/Shields, West Elizabeth/City Park, Shields/University, and City Park/University intersections operate as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. The key intersections will meet the City of Fort Collins Motor Vehicle LOS Standard in the morning and afternoon peak hours, except the northbound left-turn movement at the West Elizabeth/Shields intersection in the afternoon peak hour. The northbound left-turn volume in the afternoon peak hour indicates the need for dual left-turn lanes. However, this is not possible at this intersection. Using the long range (2040) background peak hour traffic volumes, the West Elizabeth/Shields, West Elizabeth/City Park, Shields/University, and City Park/University intersections operate as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. In the long range (2040) future, the West Elizabeth/Shields intersection does not meet the City of Fort Collins Motor Vehicle LOS standard in the afternoon peak hour. It is important for the City of Fort Collins to continue monitoring traffic conditions at this intersection in the future to determine if and when any additional improvements are needed. Using the short range (2023) total peak hour traffic volumes, the West Elizabeth/Shields, West Elizabeth/City Park, Shields/University, City Park/University, and University/Site Access intersections operate as indicated in Table 5. Calculation forms for these analyses are provided in Appendix F. The key intersections will meet the City of Fort Collins Motor Vehicle LOS Standard in the morning and afternoon peak hours, except the eastbound and northbound left-turn movements and the eastbound and northbound approaches at the West Elizabeth/Shields intersection in the afternoon peak hour. The northbound left-turn volume in the afternoon peak hour indicates the need for dual left-turn lanes. However, this is not possible at this intersection. This lack of dual northbound left-turn lanes affects the signal timing and impacts other movements. Using the long range (2040) total peak hour traffic volumes, the West Elizabeth/Shields, West Elizabeth/City Park, Shields/University, City Park/University, and University/Site Access intersections operate as indicated in Table 6. Calculation forms for these analyses are provided in Appendix G. In the long range (2040) future, the West Elizabeth/Shields intersection does not meet the City of Fort Collins Motor Vehicle LOS standard in the afternoon peak hour. It is important for the City of Fort Collins to continue monitoring traffic conditions at this intersection in the future to determine if and when any additional improvements are needed. DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 19 TABLE 3 Short Range (2023) Background Peak Hour Operation Intersection Movement Level of Service AM PM West Elizabeth/Shields (signal) EB LT E E EB T C C EB RT C D EB APPROACH D E WB LT D E WB T D D WB RT C A WB APPROACH D E NB LT C F (200.7 secs) NB T D D NB T/RT D D NB APPROACH D E SB LT C C SB T B E SB RT A B SB APPROACH B E OVERALL C E West Elizabeth/City Park (signal) EB LT A A EB T A A EB T/RT A A EB APPROACH A A WB LT A B WB T A B WB T/RT A B WB APPROACH A B NB LT B C NB T/RT B B NB APPROACH B B SB LT C B SB T/RT B B SB APPROACH B B OVERALL A B Shields/University (stop sign) EB LT/RT D F (196.0 secs) NB LT B C OVERALL A A City Park/University (stop sign) WB LT/RT A B SB LT/T A A OVERALL A A DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 20 TABLE 4 Long Range (2040) Background Peak Hour Operation (For Information Only) Intersection Movement Level of Service AM PM West Elizabeth/Shields (signal) EB LT D F EB T D D EB RT D D EB APPROACH D F WB LT D D WB T D D WB RT D D WB APPROACH D D NB LT B F NB T/RT C D NB APPROACH C F SB LT B C SB T C F SB RT B C SB APPROACH C F OVERALL C F West Elizabeth/City Park (signal) EB LT B B EB T/RT B B EB APPROACH B B WB LT B B WB T/RT B A WB APPROACH B A NB LT A B NB T/RT A B NB APPROACH A B SB LT A B SB T/RT A B SB APPROACH A B OVERALL B B DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 21 TABLE 5 Short Range (2023) Total Peak Hour Operation Intersection Movement Level of Service AM PM West Elizabeth/Shields (signal) EB LT E F (102.1 secs) EB T C D EB RT C D EB APPROACH D F (80.1 secs) WB LT D E WB T D D WB RT A A WB APPROACH D E NB LT C F (251.9 secs) NB T E D NB T/RT E D NB APPROACH D F (86.8 secs) SB LT C C SB T B D SB RT A B SB APPROACH B D OVERALL D E West Elizabeth/City Park (signal) EB LT A A EB T A A EB T/RT A A EB APPROACH A A WB LT A B WB T A B WB T/RT A B WB APPROACH A B NB LT C C NB T/RT B B NB APPROACH C B SB LT C B SB T/RT B B SB APPROACH B B OVERALL A B Continued on next page DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 22 Continued from previous page TABLE 5 Short Range (2023) Total Peak Hour Operation Intersection Movement Level of Service AM PM Shields/University (stop sign) EB LT/RT E F (959.5 secs) NB LT B D OVERALL A E University/Comcast Access (stop sign) WB LT/T A A NB LT/RT A A OVERALL A A University/SJXXIII-Lombardy East Access (stop sign) EB LT/T A A SB LT/RT A A OVERALL A A University/Big Horn Village Access (stop sign) WB LT/T A A NB LT/RT A A OVERALL A A University/SJXXIII-Lombardy West Access-Big Horn Village Access (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 City Park/University (stop sign) WB LT/RT A B SB LT/T A A OVERALL A A DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 23 TABLE 6 Long Range (2040) Total Peak Hour Operation (For Information Only) Intersection Movement Level of Service AM PM West Elizabeth/Shields (signal) EB LT F D EB T C D EB RT C F EB APPROACH E E WB LT D D WB T D D WB RT C D WB APPROACH D D NB LT E F NB T C D NB T/RT C D NB APPROACH C F SB LT B C SB T C F SB RT B C SB APPROACH C F OVERALL C F West Elizabeth/City Park (signal) EB LT B B EB T B B EB T/RT B B EB APPROACH B B WB LT B B WB T B B WB T/RT B A WB APPROACH B A NB LT A B NB T/RT A B NB APPROACH A B SB LT A B SB T/RT A B SB APPROACH A B OVERALL B B Continued from previous page DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 24 Continued from previous page TABLE 6 Long Range (2040) Total Peak Hour Operation (For Information Only) Intersection Movement Level of Service AM PM Shields/University (stop sign) EB LT/RT E F NB LT B F OVERALL A F University/Comcast Access (stop sign) WB LT/T A A NB LT/RT A A OVERALL A A University/SJXXIII-Lombardy East Access (stop sign) EB LT/T A A SB LT/RT A A OVERALL A A University/Big Horn Village Access (stop sign) WB LT/T A A NB LT/RT A A OVERALL A A University/SJXXIII-Lombardy West Access-Big Horn Village Access (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 City Park/University (stop sign) WB LT/RT A B SB LT/T A A OVERALL A A DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 25 The eastbound movement at the Shields/University intersection will continue to experience delays. This is due to the delay experienced by the left-turns entering Shields Street. The number of left turns is/will low because of the difficulty making this movement. The analyses depict a peak hour condition. It is likely that these delays exist when the volumes on Shields Street are high. Motorists avoid making the left-turn at high traffic times. However, at other times (probably 15 hours on a given weekday and on weekends), this left turn can be executed with much shorter delay. Therefore, it is recommended that this intersection continue to allow full-movements. If safety issues occur, that are related to this specific movement, the City should consider taking action to address this. Geometry The short range (2023) and long range (2040) geometry is shown in Figure 11. As mentioned earlier, according to LCUASS, a northbound right-turn lane at the West Elizabeth/Shields intersection and eastbound and westbound right-turn lanes at the West Elizabeth/City Park intersection are required with the existing traffic volumes. Typically at constrained locations, when turn lanes are shown to be required based on volumes, they are not built unless the operation at the subject intersection is determined to be unacceptable. Weekend Service Weekend Church services occur on Saturday and Sunday. The anticipatory service is at 5:30 pm on Saturday. There are conventional services on Sunday at: 8:00 am, 10:00 am, 5:30 pm, and 8:00 pm. There are special services on Sunday at: 12:00 pm (Latin) and 3:00 pm (Byzantine). It is assumed that these weekend church services would continue. The City of Fort Collins requested a discussion of traffic and parking related to weekend church services. There are 174 parking spaces in the church parking lot. Observations during conventional church service times indicated there was an average parking lot occupancy of 134 parked vehicles. The church service parking lot occupancy is 77 percent. It was also observed that a number of service attendees were pedestrians and bicyclists from other locations. It is expected weekend church service attendance will continue as it does today. Weekend motor vehicle traffic would be similar, except for the additional traffic that would occur related to the student housing component. Research indicates no data/information with regard to weekend travel for student housing. However, it is expected that it would be much lower than the peak hour travel on a weekday. This, along with lower weekend travel on the area streets, will result in traffic operations that are similar to that which currently exist. SHORT RANGE (2023) AND LONG RANGE (2040) GEOMETRY Figure 11 DELICH ASSOCIATES Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 Page 26 West Elizabeth Street Shields Street City Park Avenue - Denotes Lane University Avenue Required Based on Existing Traffic Required Based on Existing Traffic Required Based on Existing Traffic STOP STOP DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 27 A portion of the parking garage is devoted to church related traffic (40 parking spaces). There are 9 parking spaces north of the Piazza. On weekends, it is typical that some residents of the student housing component will not be at the site. Therefore, some garage parking spaces (371 spaces in Building C and 49 spaces in Building A) may be available for weekend church service parking. Pedestrian Level of Service Appendix H shows a map of the area that is within 1320 feet of the Saint John XXIII Church and Lombardy Student Housing site. The Saint John XXIII Church and Lombardy Student Housing site is located within an area termed as a “pedestrian district,” which sets the level of service threshold at LOS A for all measured categories, except for street crossing at LOS B. There are four destination areas within 1320 feet of the proposed Saint John XXIII Church and Lombardy Student Housing: 1) the Colorado State University Campus; 2) the commercial/residential to the north of the site; 3) the commercial/residential to the west of the site; and 4) the residential uses to the south the site. The Pedestrian LOS Worksheet is provided in Appendix H. The pedestrian destination areas meet the LOS requirements for all categories. Bicycle Level of Service Appendix H shows a map of the area that is within 1320 feet of the Saint John XXIII Church and Lombardy Student Housing site. This area is considered to be a community/neighborhood commercial center. Based upon Fort Collins bicycle LOS criteria, the level of service threshold for bicycles is LOS B. There are two bicycle destinations within 1320 feet of the Saint John XXIII Church and Lombardy Student Housing. These are: 1) Colorado State University to the east of the site; and 2) the commercial center to the north of the site. There are bicycle facilities along West Elizabeth Street and Shields Street. The Saint John XXIII Church and Lombardy Student Housing is directly connected to the bike lanes on Shields Street, which satisfies the LOS B criteria. The bicycle LOS Worksheet is provided in Appendix H. Transit Level of Service This area of Fort Collins will be served by Transfort Routes 7 and 19 on Shields Street, and Route 2 on West Elizabeth Street. According to Transfort, the West Elizabeth Street route has very high ridership. Route 2 has headways every 30 minutes. DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 28 Mitigation A northbound right-turn lane is required at the West Elizabeth/Shields intersection into CSU. The Saint John XXIII Church and Lombardy Student Housing adds no traffic to the northbound right-turn movement. Eastbound and westbound right- turn lanes are required at the West Elizabeth/City Park intersection with existing traffic. The West Elizabeth/Shields intersection is in a constrained location. The Saint John XXIII Church and Lombardy Student Housing adds no traffic to the westbound right-turn movement. In the short range (2023) future, the Saint John XXIII Church and Lombardy Student Housing adds 26 percent to the morning peak hour and 38 percent to the afternoon peak hour eastbound right-turn movement. Since the project adds traffic to the eastbound right-turn movement, the following mitigation factors will be implemented:  Residents (students) have Transfort passes that provide access to all Transfort fixed-routes including MAX and FLEX. The Saint John XXIII Church and Lombardy Student Housing will inform students regarding this benefit and promote it by making transit maps readily available in the leasing office and hosting educational programs.  Three hundred and eighty-five (385) bicycle spaces will be provide within the development. Twenty-eight bicycles are not covered, 14spaces at the church and 14 spaces at the Newman Center. Three hundred and fifty-seven (357) bicycle spaces are covered and located outside or in the parking garage. Secure bicycle parking will encourage residents to utilize bicycles as a mode of travel. DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 29 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of the Saint John XXIII Church and Lombardy Student Housing development on the short range (2023) and long range (2040) street system in the vicinity of the proposed development. As a result of this analysis, the following is concluded:  The development of the Saint John XXIII Church and Lombardy Student Housing site is feasible from a traffic engineering standpoint. At full development, the Saint John XXIII Church and Lombardy Student Housing site will generate approximately 2616 daily trip ends, 224 morning peak hour trip ends, and 310 afternoon peak hour trip ends.  Current operation at the West Elizabeth/Shields, West Elizabeth/City Park, Shields/University, and City Park/University intersections is acceptable. At the Shields/University intersection, the calculated delay for the eastbound approach was commensurate with level of service F.  In the short range (2023) future, given development of the Saint John XXIII Church and Lombardy Student Housing site and an increase in background traffic, the West Elizabeth/Shields, West Elizabeth/City Park, Shields/University, and City Park/University intersections will meet the City of Fort Collins Motor Vehicle LOS Standard in the morning and afternoon peak hours, except the eastbound and northbound left-turn movements and eastbound and northbound approaches at the West Elizabeth/Shields intersection in the afternoon peak hour. The northbound left-turn volume in the afternoon peak hour indicates the need for dual left-turn lanes. However, this is not possible at this intersection. This lack of dual northbound left-turn lanes affects the signal timing and impacts other movements.  In the long range (2040) future, given development of the Saint John XXIII Church and Lombardy Student Housing site and an increase in background traffic, the key intersections will meet the City of Fort Collins Motor Vehicle LOS Standard in the morning and afternoon peak hours, except at the West Elizabeth/Shields and Shields/University intersections in the afternoon peak hour. The long range (2040) operational analyses are used for planning and informational purposes only.  The eastbound movement at the Shields/University intersection will continue to experience delays. This is due to the delay experienced by the left-turns entering Shields Street. The number of left turns is/will be low because of the difficulty making this movement. The analyses depict a peak hour condition. It is likely that these delays exist when the volumes on Shields Street are high. Motorists avoid making the left-turn at high traffic times. However, at other times (probably 15 hours on a given weekday and on weekends), this left turn can be executed with much shorter delay. Therefore, it is recommended that this intersection continue to allow full-movements. If safety issues occur, that are related to this specific movement, the City should consider taking action to address this. DELICH Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 ASSOCIATES Page 30  The short range (2023) and long range (2040) geometry is shown in Figure 11. A northbound right-turn lane at the West Elizabeth/Shields intersection and eastbound and westbound right-turn lanes at the West Elizabeth/City Park intersection are required with the existing traffic volumes. West Elizabeth/City Park intersections meet the City of Fort Collins Motor Vehicle LOS Standard without the required right-turn lanes. Saint John XXIII Church and Lombardy Student Housing added no traffic to the northbound right-turn lane at the West Elizabeth/Shields intersection. A southbound right-turn lane at the Shields/University intersection is required with this development.  It is expected that traffic operations related to weekend church services will meet the Fort Collins criteria.  Acceptable level of service is achieved for pedestrian, bicycles, and transit based upon the measures in the multi-modal transportation guidelines. 690/725 150/165 70/120 310/760 30/110 90/205 1415/2085 40/55 1350/1965 5/10 110/145 55/150 100/120 65/120 30/5 115/210 10/30 SJXXIII/Lombardy West Access Big Horn Village Access Comcast Access Big Horn Village Access SJXXIII/Lombardy East Access Saint John XXIII Church and Lombardy Student Housing TIS, February 2019 Page 17 2/10 99/117 2/4 1/6 18/14 80/99 51/67 71/98 39/138 59/66 55/65 117/234 3/2 106/131 1/1 2/1 7/8 SJXXIII/Lombardy West Access Big Horn Village Access Comcast Access Big Horn Village Access SJXXIII/Lombardy East Access 20/15 50/140 5/5 50/70 5/5 5/5 5/10 Big Horn Village Access Comcast Access Big Horn Village Access 3/2 47/54 1/1 2/1 7/8 Big Horn Village Access Comcast Access Big Horn Village Access 28/121 2/0 42/58 46/122 32/43 54/99 24/5 21/94 7/26 9/10 5/3 5/5 22/111 24/4 32/43 30/114 2/8 47/38 3/8 2/7 12/11 University Avenue SJXXIII Access SJXXIII Access SJXXIII Access Comcast Access Big Horn Village Access Big Horn Village Access APPENDIX A 1 2 3 4 5 APPENDIX B 6 7 8 9 10 11 12 13 14 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 9/20/2018 Observer: Vickie Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Shields/University S = straight L = left turn Time Northbound: Shields Southbound: Shields Total Eastbound: University Westbound: 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 8 265 273 236 3 239 512 217 19 0 19 531 7:45 21 254 275 235 7 242 517 211 13 0 13 530 8:00 6 204 210 217 2 219 429 015 15 0 15 444 8:15 10 168 178 202 2 204 382 111 12 0 12 394 7:30-8:30 45 891 0 936 0 890 14 904 1840 5054 59 000 0 59 1899 PHF 0.54 0.84 n/a 0.85 n/a 0.94 0.5 0.93 0.89 0.63 n/a 0.79 0.78 n/a n/a n/a n/a 0.78 0.89 4:30 24 349 373 360 2 362 735 218 20 0 20 755 4:45 39 364 403 379 6 385 788 018 18 0 18 806 5:00 30 340 370 400 5 405 775 221 23 0 23 798 5:15 30 349 379 356 6 362 741 018 18 0 18 759 4:30-5:30 123 1402 0 1525 0 1495 19 1514 3039 4075 79 000 0 79 3118 PHF 0.79 0.96 n/a 0.95 n/a 0.93 0.79 0.93 0.96 0.5 n/a 0.89 0.86 n/a n/a n/a n/a 0.86 0.97 15 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 9/26/2018 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: City Park/University S = straight L = left turn Time Northbound: City Park Southbound: City Park Total Eastbound: Westbound: University 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 16 7 23 10 8 18 41 0 22 4 445 7:45 22 11 33 98 17 50 0 312 15 15 65 8:00 12 4 16 510 15 31 0 04 4 435 8:15 42 6 820 28 34 0 23 5 539 7:30-8:30 0 54 24 78 32 46 0 78 156 0 0 007 0 212828 184 PHF n/a 0.61 0.55 0.59 0.8 0.58 n/a 0.7 0.78 n/a n/a n/a n/a 0.58 n/a 0.44 0.47 0.47 0.71 4:30 19 0 19 421 25 44 0 812 20 20 64 4:45 26 1 27 11 31 42 69 0 821 29 29 98 5:00 26 2 28 14 35 49 77 0 439 43 43 120 5:15 28 2 30 14 35 49 79 0 622 28 28 107 4:30-5:30 0 99 5 104 43 122 0 165 269 0 0 0 0 26 0 94 120 120 389 PHF n/a 0.88 0.63 0.87 0.77 0.87 n/a 0.84 0.85 n/a n/a n/a n/a 0.81 n/a 0.6 0.7 0.7 0.81 16 APPENDIX C 17 HCM 6th Signalized Intersection Summary 1: Shields & Elizabeth/Moby Lot (Eliz) Recent AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 298 51 258 22 5 7 106 860 113 5 732 119 Future Volume (veh/h) 298 51 258 22 5 7 106 860 113 5 732 119 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.91 1.00 1.00 1.00 0.95 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 1683 1683 1683 1683 1683 1683 1683 1683 1616 1683 1683 1683 Adj Flow Rate, veh/h 351 60 37 26 6 0 125 1012 126 6 861 34 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 417 509 393 87 327 277 358 1347 168 149 1347 598 Arrive On Green 0.16 0.30 0.30 0.05 0.19 0.00 0.02 0.16 0.16 0.03 0.84 0.84 Sat Flow, veh/h 2565 1683 1299 1603 1683 1427 1603 2845 354 1603 3198 1420 Grp Volume(v), veh/h 351 60 37 26 6 0 125 568 570 6 861 34 Grp Sat Flow(s),veh/h/ln 1283 1683 1299 1603 1683 1427 1603 1599 1600 1603 1599 1420 Q Serve(g_s), s 14.6 2.8 2.3 1.7 0.3 0.0 4.6 37.4 37.4 0.2 10.1 0.4 Cycle Q Clear(g_c), s 14.6 2.8 2.3 1.7 0.3 0.0 4.6 37.4 37.4 0.2 10.1 0.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.22 1.00 1.00 Lane Grp Cap(c), veh/h 417 509 393 87 327 277 358 757 758 149 1347 598 V/C Ratio(X) 0.84 0.12 0.09 0.30 0.02 0.00 0.35 0.75 0.75 0.04 0.64 0.06 Avail Cap(c_a), veh/h 455 543 419 146 398 337 366 757 758 241 1347 598 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 2.00 2.00 2.00 Upstream Filter(I) 0.93 0.93 0.93 1.00 1.00 0.00 1.00 1.00 1.00 0.91 0.91 0.91 Uniform Delay (d), s/veh 44.7 27.8 27.6 50.0 35.8 0.0 16.1 40.2 40.2 21.8 5.8 5.0 Incr Delay (d2), s/veh 11.8 0.1 0.1 1.9 0.0 0.0 0.6 6.7 6.8 0.1 2.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.3 1.2 0.7 0.7 0.1 0.0 1.8 17.4 17.5 0.1 2.3 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.4 27.9 27.7 51.8 35.9 0.0 16.7 46.9 47.0 21.9 7.9 5.2 LnGrp LOS E CCDDABDDCAA Approach Vol, veh/h 448 32 1263 901 Approach Delay, s/veh 50.2 48.8 44.0 7.9 Approach LOS D D D A Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.4 50.8 11.0 37.7 4.7 56.6 22.4 26.4 Change Period (Y+Rc), s 4.0 5.5 6.0 5.5 4.0 * 5.5 5.5 6.0 Max Green Setting (Gmax), s 7.0 38.5 9.0 34.5 7.0 * 39 18.5 25.0 Max Q Clear Time (g_c+I1), s 6.6 12.1 3.7 4.8 2.2 39.4 16.6 2.3 Green Ext Time (p_c), s 0.0 3.9 0.0 0.3 0.0 0.0 0.3 0.0 Intersection Summary HCM 6th Ctrl Delay 32.8 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 18 Timing Report, Sorted By Phase 1: Shields & Elizabeth/Moby Lot (Eliz) Recent AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 1 Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 44 15 40 11 44 24 31 Maximum Split (%) 10.0% 40.0% 13.6% 36.4% 10.0% 40.0% 21.8% 28.2% Minimum Split (s) 11 24.5 11 25.5 11 23.5 11 29 Yellow Time (s) 3 3.5 3 3.5 3 3.5 3.5 3 All-Red Time (s) 12321 1.523 Minimum Initial (s) 4 10 5 7 4 10 5.5 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 12 13 10 16 Dual Entry No Yes Yes Yes No Yes Yes Yes Inhibit Max No No No No No No No No Start Time (s) 43.5 54.5 98.5 3.5 43.5 54.5 19.5 98.5 End Time (s) 54.5 98.5 3.5 43.5 54.5 98.5 43.5 19.5 Yield/Force Off (s) 50.5 93 107.5 38 50.5 93.5 38 13.5 Yield/Force Off 170(s) 50.5 81 107.5 25 50.5 83.5 38 107.5 Local Start Time (s) 60.5 71.5 5.5 20.5 60.5 71.5 36.5 5.5 Local Yield (s) 67.5 0 14.5 55 67.5 0.5 55 30.5 Local Yield 170(s) 67.5 98 14.5 42 67.5 100.5 55 14.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 93 (85%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Shields & Elizabeth/Moby Lot (Eliz) 19 HCM 6th Signalized Intersection Summary 1: Shields & Elizabeth/Moby Lot (Eliz) recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 298 30 326 84 45 10 301 1175 65 6 1075 362 Future Volume (veh/h) 298 30 326 84 45 10 301 1175 65 6 1075 362 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.86 1.00 1.00 1.00 0.96 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1683 1683 1683 1683 1683 1683 1683 1683 1616 1683 1683 1683 Adj Flow Rate, veh/h 320 32 122 90 48 0 324 1263 68 6 1156 150 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 379 412 300 128 298 252 331 1599 86 151 1228 534 Arrive On Green 0.15 0.24 0.24 0.08 0.18 0.00 0.15 0.52 0.52 0.03 0.77 0.77 Sat Flow, veh/h 2565 1683 1227 1603 1683 1427 1603 3078 165 1603 3198 1391 Grp Volume(v), veh/h 320 32 122 90 48 0 324 655 676 6 1156 150 Grp Sat Flow(s),veh/h/ln 1283 1683 1227 1603 1683 1427 1603 1599 1645 1603 1599 1391 Q Serve(g_s), s 14.6 1.8 10.0 6.6 2.9 0.0 17.3 40.0 40.2 0.3 36.4 3.8 Cycle Q Clear(g_c), s 14.6 1.8 10.0 6.6 2.9 0.0 17.3 40.0 40.2 0.3 36.4 3.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 379 412 300 128 298 252 331 831 854 151 1228 534 V/C Ratio(X) 0.85 0.08 0.41 0.70 0.16 0.00 0.98 0.79 0.79 0.04 0.94 0.28 Avail Cap(c_a), veh/h 395 442 322 134 323 273 331 831 854 235 1228 534 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) 0.96 0.96 0.96 1.00 1.00 0.00 1.00 1.00 1.00 0.68 0.68 0.68 Uniform Delay (d), s/veh 49.8 34.9 38.0 53.8 41.8 0.0 32.7 23.5 23.5 23.9 12.8 9.0 Incr Delay (d2), s/veh 14.5 0.1 0.8 14.7 0.3 0.0 43.5 7.5 7.4 0.1 11.3 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.4 0.7 3.1 3.2 1.2 0.0 13.6 16.3 16.8 0.1 6.4 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 64.3 35.0 38.9 68.5 42.1 0.0 76.3 31.0 30.9 24.0 24.1 9.9 LnGrp LOS E C D E D A E CCCCA Approach Vol, veh/h 474 138 1655 1312 Approach Delay, s/veh 55.8 59.3 39.8 22.5 Approach LOS E E D C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 21.0 50.6 14.6 33.9 4.7 66.8 22.2 26.2 Change Period (Y+Rc), s 4.0 5.5 6.0 5.5 4.0 * 5.5 5.5 6.0 Max Green Setting (Gmax), s 17.0 42.5 9.0 30.5 7.0 * 53 17.5 22.0 Max Q Clear Time (g_c+I1), s 19.3 38.4 8.6 12.0 2.3 42.2 16.6 4.9 Green Ext Time (p_c), s 0.0 2.3 0.0 0.5 0.0 4.1 0.1 0.1 Intersection Summary HCM 6th Ctrl Delay 36.3 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 20 Timing Report, Sorted By Phase 1: Shields & Elizabeth/Moby Lot (Eliz) recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 1 Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 21 48 15 36 11 58 23 28 Maximum Split (%) 17.5% 40.0% 12.5% 30.0% 9.2% 48.3% 19.2% 23.3% Minimum Split (s) 11 24.5 11 23.5 11 23.5 11 27 Yellow Time (s) 3 3.5 3 3.5 3 3.5 3.5 3 All-Red Time (s) 12321 1.523 Minimum Initial (s) 4 10 5 7 4 10 5.5 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7575 Flash Dont Walk (s) 12 13 10 16 Dual Entry No Yes Yes Yes No Yes Yes Yes Inhibit Max No No No No No No No No Start Time (s) 92.5 113.5 41.5 56.5 92.5 103.5 69.5 41.5 End Time (s) 113.5 41.5 56.5 92.5 103.5 41.5 92.5 69.5 Yield/Force Off (s) 109.5 36 50.5 87 99.5 36.5 87 63.5 Yield/Force Off 170(s) 109.5 24 50.5 74 99.5 26.5 87 47.5 Local Start Time (s) 56.5 77.5 5.5 20.5 56.5 67.5 33.5 5.5 Local Yield (s) 73.5 0 14.5 51 63.5 0.5 51 27.5 Local Yield 170(s) 73.5 108 14.5 38 63.5 110.5 51 11.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 120 Offset: 36 (30%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Shields & Elizabeth/Moby Lot (Eliz) 21 HCM 6th Signalized Intersection Summary 2: City Park & Elizabeth Recent AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 47 478 90 25 175 48 28 44 61 47 10 22 Future Volume (veh/h) 47 478 90 25 175 48 28 44 61 47 10 22 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.97 0.84 0.98 0.93 0.98 0.92 0.98 0.95 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 1870 1870 1796 1870 1870 1796 1870 1945 1796 1870 1945 1796 Adj Flow Rate, veh/h 53 537 84 28 197 36 31 49 7 53 11 3 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 222222222222 Cap, veh/h 848 1998 310 657 1986 354 367 293 42 333 259 71 Arrive On Green 1.00 1.00 1.00 0.67 0.67 0.67 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 1116 2996 465 789 2977 530 1368 1643 235 1320 1453 396 Grp Volume(v), veh/h 53 317 304 28 115 118 31 0 56 53 0 14 Grp Sat Flow(s),veh/h/ln 1116 1777 1685 789 1777 1731 1368 0 1878 1320 0 1850 Q Serve(g_s), s 0.1 0.0 0.0 0.7 1.3 1.3 1.1 0.0 1.4 1.9 0.0 0.3 Cycle Q Clear(g_c), s 1.4 0.0 0.0 0.7 1.3 1.3 1.4 0.0 1.4 3.3 0.0 0.3 Prop In Lane 1.00 0.28 1.00 0.31 1.00 0.13 1.00 0.21 Lane Grp Cap(c), veh/h 848 1185 1124 657 1185 1154 367 0 335 333 0 330 V/C Ratio(X) 0.06 0.27 0.27 0.04 0.10 0.10 0.08 0.00 0.17 0.16 0.00 0.04 Avail Cap(c_a), veh/h 848 1185 1124 657 1185 1154 632 0 700 590 0 689 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.99 0.99 0.99 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 3.2 3.3 3.3 19.3 0.0 19.1 20.5 0.0 18.7 Incr Delay (d2), s/veh 0.1 0.5 0.6 0.1 0.2 0.2 0.1 0.0 0.2 0.2 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.2 0.2 0.1 0.3 0.3 0.3 0.0 0.6 0.6 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.2 0.5 0.6 3.3 3.4 3.4 19.4 0.0 19.4 20.8 0.0 18.8 LnGrp LOS AAAAAABABCAB Approach Vol, veh/h 674 261 87 67 Approach Delay, s/veh 0.5 3.4 19.4 20.3 Approach LOS A A B C Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 14.3 40.7 14.3 40.7 Change Period (Y+Rc), s 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s 19.5 25.0 19.5 25.0 Max Q Clear Time (g_c+I1), s 5.3 3.4 3.4 3.3 Green Ext Time (p_c), s 0.1 2.4 0.2 0.9 Intersection Summary HCM 6th Ctrl Delay 4.0 HCM 6th LOS A 22 Timing Report, Sorted By Phase 2: City Park & Elizabeth Recent AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 30 25 30 Maximum Split (%) 45.5% 54.5% 45.5% 54.5% Minimum Split (s) 22.5 22 24.5 22 Yellow Time (s) 3 3.5 3 3.5 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 12 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 18 43 18 43 End Time (s) 43 18 43 18 Yield/Force Off (s) 37.5 13 37.5 13 Yield/Force Off 170(s) 27.5 3 25.5 3 Local Start Time (s) 0 25 0 25 Local Yield (s) 19.5 50 19.5 50 Local Yield 170(s) 9.5 40 7.5 40 Intersection Summary Cycle Length 55 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 18 (33%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 2: City Park & Elizabeth 23 HCM 6th Signalized Intersection Summary 2: City Park & Elizabeth recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 77 459 85 86 491 89 113 112 85 74 106 67 Future Volume (veh/h) 77 459 85 86 491 89 113 112 85 74 106 67 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.90 0.97 0.83 0.95 0.92 0.96 0.92 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 1870 1870 1796 1870 1870 1796 1870 1945 1796 1870 1945 1796 Adj Flow Rate, veh/h 80 478 70 90 511 74 118 117 31 77 110 21 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 494 1764 256 601 1742 250 395 411 109 381 442 84 Arrive On Green 1.00 1.00 1.00 0.39 0.39 0.39 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 818 3066 445 836 3027 434 1202 1453 385 1185 1563 298 Grp Volume(v), veh/h 80 275 273 90 298 287 118 0 148 77 0 131 Grp Sat Flow(s),veh/h/ln 818 1777 1734 836 1777 1685 1202 0 1838 1185 0 1861 Q Serve(g_s), s 1.5 0.0 0.0 4.3 7.0 7.1 5.0 0.0 3.8 3.3 0.0 3.3 Cycle Q Clear(g_c), s 8.5 0.0 0.0 4.3 7.0 7.1 8.3 0.0 3.8 7.0 0.0 3.3 Prop In Lane 1.00 0.26 1.00 0.26 1.00 0.21 1.00 0.16 Lane Grp Cap(c), veh/h 494 1023 998 601 1023 970 395 0 520 381 0 526 V/C Ratio(X) 0.16 0.27 0.27 0.15 0.29 0.30 0.30 0.00 0.28 0.20 0.00 0.25 Avail Cap(c_a), veh/h 494 1023 998 601 1023 970 505 0 689 490 0 698 HCM Platoon Ratio 2.00 2.00 2.00 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.98 0.98 0.98 0.96 0.96 0.96 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.9 0.0 0.0 9.1 10.0 10.0 19.8 0.0 16.8 19.5 0.0 16.6 Incr Delay (d2), s/veh 0.7 0.6 0.7 0.5 0.7 0.7 0.4 0.0 0.3 0.3 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.2 0.2 0.7 2.6 2.5 1.4 0.0 1.5 0.9 0.0 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 1.6 0.6 0.7 9.6 10.7 10.7 20.2 0.0 17.1 19.8 0.0 16.8 LnGrp LOS AAAABBCABBAB Approach Vol, veh/h 628 675 266 208 Approach Delay, s/veh 0.8 10.6 18.5 17.9 Approach LOS ABBB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 21.5 38.5 21.5 38.5 Change Period (Y+Rc), s 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s 21.5 28.0 21.5 28.0 Max Q Clear Time (g_c+I1), s 9.0 10.5 10.3 9.1 Green Ext Time (p_c), s 0.5 2.3 0.7 2.5 Intersection Summary HCM 6th Ctrl Delay 9.1 HCM 6th LOS A 24 Timing Report, Sorted By Phase 2: City Park & Elizabeth recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 27 33 27 33 Maximum Split (%) 45.0% 55.0% 45.0% 55.0% Minimum Split (s) 22.5 22 24.5 22 Yellow Time (s) 3 3.5 3 3.5 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 12 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 44 11 44 11 End Time (s) 11 44 11 44 Yield/Force Off (s) 5.5 39 5.5 39 Yield/Force Off 170(s) 55.5 29 53.5 29 Local Start Time (s) 5 32 5 32 Local Yield (s) 26.5 0 26.5 0 Local Yield 170(s) 16.5 50 14.5 50 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 39 (65%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 2: City Park & Elizabeth 25 HCM 6th TWSC 3: Shields & University Recent AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 5 Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 54 45 891 890 14 Future Vol, veh/h 5 54 45 891 890 14 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 120 - - - 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 6 64 53 1048 1047 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1685 532 1063 0 - 0 Stage 1 1055 ----- Stage 2 630 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 85 492 651 - - - Stage 1 296 ----- Stage 2 493 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 78 492 651 - - - Mov Cap-2 Maneuver 78 ----- Stage 1 272 ----- Stage 2 493 ----- Approach EB NB SB HCM Control Delay, s 18.3 0.5 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 651 - 339 - - HCM Lane V/C Ratio 0.081 - 0.205 - - HCM Control Delay (s) 11 - 18.3 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0.3 - 0.8 - - 26 HCM 6th TWSC 3: Shields & University recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 5 Intersection Int Delay, s/veh 2.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 75 123 1402 1495 19 Future Vol, veh/h 4 75 123 1402 1495 19 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 120 - - - 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 4 83 137 1558 1661 21 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2725 841 1682 0 - 0 Stage 1 1672 ----- Stage 2 1053 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 17 308 377 - - - Stage 1 138 ----- Stage 2 297 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 11 308 377 - - - Mov Cap-2 Maneuver 11 ----- Stage 1 88 ----- Stage 2 297 ----- Approach EB NB SB HCM Control Delay, s 76.9 1.6 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 377 - 130 - - HCM Lane V/C Ratio 0.363 - 0.675 - - HCM Control Delay (s) 19.9 - 76.9 - - HCM Lane LOS C - F - - HCM 95th %tile Q(veh) 1.6 - 3.7 - - 27 HCM 6th TWSC 4: City Park & University Recent AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 6 Intersection Int Delay, s/veh 2.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 7 21 54 24 32 46 Future Vol, veh/h 7 21 54 24 32 46 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 8 25 64 28 38 54 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 208 78 0 0 92 0 Stage 1 78 ----- Stage 2 130 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 780 983 - - 1503 - Stage 1 945 ----- Stage 2 896 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 760 983 - - 1503 - Mov Cap-2 Maneuver 760 ----- Stage 1 945 ----- Stage 2 873 ----- Approach WB NB SB HCM Control Delay, s 9.1 0 3.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 916 1503 - HCM Lane V/C Ratio - - 0.036 0.025 - HCM Control Delay (s) - - 9.1 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0.1 - 28 HCM 6th TWSC 4: City Park & University recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 6 Intersection Int Delay, s/veh 3.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 26 94 99 5 43 122 Future Vol, veh/h 26 94 99 5 43 122 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 29 104 110 6 48 136 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 345 113 0 0 116 0 Stage 1 113 ----- Stage 2 232 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 652 940 - - 1473 - Stage 1 912 ----- Stage 2 807 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 629 940 - - 1473 - Mov Cap-2 Maneuver 629 ----- Stage 1 912 ----- Stage 2 779 ----- Approach WB NB SB HCM Control Delay, s 10 0 2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 849 1473 - HCM Lane V/C Ratio - - 0.157 0.032 - HCM Control Delay (s) - - 10 7.5 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.6 0.1 - 29 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 30 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 31 APPENDIX D 32 HCM 6th Signalized Intersection Summary 1: Shields & Elizabeth/Moby Lot (Eliz) Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 355 63 341 23 11 7 150 920 120 5 791 149 Future Volume (veh/h) 355 63 341 23 11 7 150 920 120 5 791 149 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.92 1.00 0.96 1.00 0.95 1.00 0.99 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 1683 1683 1683 1683 1683 1683 1683 1683 1616 1683 1683 1683 Adj Flow Rate, veh/h 418 74 150 27 13 1 176 1082 30 6 931 53 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 481 551 428 87 327 266 305 1423 39 145 1251 555 Arrive On Green 0.19 0.33 0.33 0.05 0.19 0.19 0.02 0.15 0.15 0.03 0.78 0.78 Sat Flow, veh/h 2565 1683 1309 1603 1683 1369 1603 3174 88 1603 3198 1419 Grp Volume(v), veh/h 418 74 150 27 13 1 176 545 567 6 931 53 Grp Sat Flow(s),veh/h/ln 1283 1683 1309 1603 1683 1369 1603 1599 1662 1603 1599 1419 Q Serve(g_s), s 17.4 3.4 9.6 1.8 0.7 0.1 6.8 36.0 36.0 0.2 16.7 1.0 Cycle Q Clear(g_c), s 17.4 3.4 9.6 1.8 0.7 0.1 6.8 36.0 36.0 0.2 16.7 1.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 481 551 428 87 327 266 305 717 746 145 1251 555 V/C Ratio(X) 0.87 0.13 0.35 0.31 0.04 0.00 0.58 0.76 0.76 0.04 0.74 0.10 Avail Cap(c_a), veh/h 501 551 428 146 367 299 305 717 746 237 1251 555 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 2.00 2.00 2.00 Upstream Filter(I) 0.93 0.93 0.93 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 Uniform Delay (d), s/veh 43.4 26.0 28.1 50.0 36.0 22.7 20.0 41.2 41.2 23.2 9.1 7.4 Incr Delay (d2), s/veh 13.9 0.1 0.5 2.0 0.0 0.0 2.7 7.4 7.2 0.1 3.7 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 6.4 1.4 3.1 0.8 0.3 0.0 2.9 16.9 17.5 0.1 3.6 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.3 26.1 28.6 52.0 36.0 22.7 22.7 48.6 48.4 23.3 12.8 7.7 LnGrp LOS E CCDDCCDDCBA Approach Vol, veh/h 642 41 1288 990 Approach Delay, s/veh 47.0 46.2 45.0 12.6 Approach LOS D D D B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 47.5 11.0 40.5 4.7 53.8 25.1 26.4 Change Period (Y+Rc), s 4.0 5.5 6.0 5.5 4.0 * 5.5 5.5 6.0 Max Green Setting (Gmax), s 7.0 38.5 9.0 34.5 7.0 * 39 20.5 23.0 Max Q Clear Time (g_c+I1), s 8.8 18.7 3.8 11.6 2.2 38.0 19.4 2.7 Green Ext Time (p_c), s 0.0 4.1 0.0 0.8 0.0 0.5 0.2 0.0 Intersection Summary HCM 6th Ctrl Delay 34.6 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 33 Timing Report, Sorted By Phase 1: Shields & Elizabeth/Moby Lot (Eliz) Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 1 Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 44 15 40 11 44 26 29 Maximum Split (%) 10.0% 40.0% 13.6% 36.4% 10.0% 40.0% 23.6% 26.4% Minimum Split (s) 11 24.5 11 25.5 11 23.5 11 29 Yellow Time (s) 3 3.5 3 3.5 3 3.5 3.5 3 All-Red Time (s) 12321 1.523 Minimum Initial (s) 4 10 5 7 4 10 5.5 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 12 13 10 16 Dual Entry No Yes Yes Yes No Yes Yes Yes Inhibit Max No No No No No No No No Start Time (s) 43.5 54.5 98.5 3.5 43.5 54.5 17.5 98.5 End Time (s) 54.5 98.5 3.5 43.5 54.5 98.5 43.5 17.5 Yield/Force Off (s) 50.5 93 107.5 38 50.5 93.5 38 11.5 Yield/Force Off 170(s) 50.5 81 107.5 25 50.5 83.5 38 105.5 Local Start Time (s) 60.5 71.5 5.5 20.5 60.5 71.5 34.5 5.5 Local Yield (s) 67.5 0 14.5 55 67.5 0.5 55 28.5 Local Yield 170(s) 67.5 98 14.5 42 67.5 100.5 55 12.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 93 (85%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Shields & Elizabeth/Moby Lot (Eliz) 34 HCM 6th Signalized Intersection Summary 1: Shields & Elizabeth/Moby Lot (Eliz) short background pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 348 43 405 90 64 11 401 1273 70 6 1157 431 Future Volume (veh/h) 348 43 405 90 64 11 401 1273 70 6 1157 431 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.86 1.00 1.00 1.00 0.96 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1683 1683 1683 1683 1683 1683 1683 1683 1616 1683 1683 1683 Adj Flow Rate, veh/h 374 46 226 97 69 0 431 1369 72 6 1244 154 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 395 417 305 134 298 252 300 1581 83 124 1206 525 Arrive On Green 0.15 0.25 0.25 0.08 0.18 0.00 0.15 0.51 0.51 0.03 0.75 0.75 Sat Flow, veh/h 2565 1683 1230 1603 1683 1427 1603 3083 162 1603 3198 1391 Grp Volume(v), veh/h 374 46 226 97 69 0 431 708 733 6 1244 154 Grp Sat Flow(s),veh/h/ln 1283 1683 1230 1603 1683 1427 1603 1599 1645 1603 1599 1391 Q Serve(g_s), s 17.3 2.5 20.3 7.1 4.2 0.0 18.0 46.5 46.9 0.3 45.3 4.2 Cycle Q Clear(g_c), s 17.3 2.5 20.3 7.1 4.2 0.0 18.0 46.5 46.9 0.3 45.3 4.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 395 417 305 134 298 252 300 820 844 124 1206 525 V/C Ratio(X) 0.95 0.11 0.74 0.73 0.23 0.00 1.43 0.86 0.87 0.05 1.03 0.29 Avail Cap(c_a), veh/h 395 442 323 134 323 273 300 820 844 207 1206 525 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) 0.96 0.96 0.96 1.00 1.00 0.00 1.00 1.00 1.00 0.68 0.68 0.68 Uniform Delay (d), s/veh 50.3 34.9 41.6 53.7 42.4 0.0 38.3 25.6 25.7 25.9 14.7 9.7 Incr Delay (d2), s/veh 30.8 0.1 8.1 17.8 0.4 0.0 213.6 11.7 11.7 0.1 29.8 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.2 1.1 6.9 3.5 1.8 0.0 26.8 19.6 20.4 0.1 10.9 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 81.1 35.0 49.7 71.5 42.8 0.0 251.9 37.3 37.4 26.0 44.5 10.7 LnGrp LOS F D D E D A F D D C F B Approach Vol, veh/h 646 166 1872 1404 Approach Delay, s/veh 66.8 59.5 86.7 40.7 Approach LOS E E F D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 21.0 49.8 15.0 34.2 4.7 66.0 23.0 26.2 Change Period (Y+Rc), s 4.0 5.5 6.0 5.5 4.0 * 5.5 5.5 6.0 Max Green Setting (Gmax), s 17.0 42.5 9.0 30.5 7.0 * 53 17.5 22.0 Max Q Clear Time (g_c+I1), s 20.0 47.3 9.1 22.3 2.3 48.9 19.3 6.2 Green Ext Time (p_c), s 0.0 0.0 0.0 0.7 0.0 2.3 0.0 0.1 Intersection Summary HCM 6th Ctrl Delay 66.7 HCM 6th LOS E Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 35 Timing Report, Sorted By Phase 1: Shields & Elizabeth/Moby Lot (Eliz) short background pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 1 Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 21 48 15 36 11 58 23 28 Maximum Split (%) 17.5% 40.0% 12.5% 30.0% 9.2% 48.3% 19.2% 23.3% Minimum Split (s) 11 24.5 11 23.5 11 23.5 11 27 Yellow Time (s) 3 3.5 3 3.5 3 3.5 3.5 3 All-Red Time (s) 12321 1.523 Minimum Initial (s) 4 10 5 7 4 10 5.5 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7575 Flash Dont Walk (s) 12 13 10 16 Dual Entry No Yes Yes Yes No Yes Yes Yes Inhibit Max No No No No No No No No Start Time (s) 92.5 113.5 41.5 56.5 92.5 103.5 69.5 41.5 End Time (s) 113.5 41.5 56.5 92.5 103.5 41.5 92.5 69.5 Yield/Force Off (s) 109.5 36 50.5 87 99.5 36.5 87 63.5 Yield/Force Off 170(s) 109.5 24 50.5 74 99.5 26.5 87 47.5 Local Start Time (s) 56.5 77.5 5.5 20.5 56.5 67.5 33.5 5.5 Local Yield (s) 73.5 0 14.5 51 63.5 0.5 51 27.5 Local Yield 170(s) 73.5 108 14.5 38 63.5 110.5 51 11.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 36 (30%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Shields & Elizabeth/Moby Lot (Eliz) 36 HCM 6th Signalized Intersection Summary 2: City Park & Elizabeth Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 55 591 96 25 268 54 30 46 64 51 42 26 Future Volume (veh/h) 55 591 96 25 268 54 30 46 64 51 42 26 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.97 0.84 0.99 0.93 0.98 0.92 0.98 0.95 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 1870 1870 1796 1870 1870 1796 1870 1945 1796 1870 1945 1796 Adj Flow Rate, veh/h 62 664 93 28 301 42 34 52 7 57 47 3 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 222222222222 Cap, veh/h 800 2019 282 593 2057 283 345 304 41 338 331 21 Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 1011 3050 426 697 3107 427 1328 1659 223 1318 1802 115 Grp Volume(v), veh/h 62 386 371 28 170 173 34 0 59 57 0 50 Grp Sat Flow(s),veh/h/ln 1011 1777 1699 697 1777 1757 1328 0 1882 1318 0 1918 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.0 1.5 2.1 0.0 1.2 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 2.4 0.0 1.5 3.6 0.0 1.2 Prop In Lane 1.00 0.25 1.00 0.24 1.00 0.12 1.00 0.06 Lane Grp Cap(c), veh/h 800 1176 1125 593 1176 1164 345 0 345 338 0 352 V/C Ratio(X) 0.08 0.33 0.33 0.05 0.14 0.15 0.10 0.00 0.17 0.17 0.00 0.14 Avail Cap(c_a), veh/h 800 1176 1125 593 1176 1164 597 0 702 587 0 715 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.99 0.99 0.99 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 19.8 0.0 18.9 20.4 0.0 18.8 Incr Delay (d2), s/veh 0.2 0.7 0.8 0.1 0.3 0.3 0.1 0.0 0.2 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.2 0.2 0.0 0.1 0.1 0.4 0.0 0.6 0.6 0.0 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.2 0.7 0.8 0.1 0.3 0.3 20.0 0.0 19.2 20.7 0.0 19.0 LnGrp LOS AAAAAABABCAB Approach Vol, veh/h 819 371 93 107 Approach Delay, s/veh 0.7 0.3 19.5 19.9 Approach LOS AABB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 14.6 40.4 14.6 40.4 Change Period (Y+Rc), s 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s 19.5 25.0 19.5 25.0 Max Q Clear Time (g_c+I1), s 5.6 2.0 4.4 2.0 Green Ext Time (p_c), s 0.2 3.1 0.2 1.3 Intersection Summary HCM 6th Ctrl Delay 3.3 HCM 6th LOS A 37 Timing Report, Sorted By Phase 2: City Park & Elizabeth Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 30 25 30 Maximum Split (%) 45.5% 54.5% 45.5% 54.5% Minimum Split (s) 22.5 22 24.5 22 Yellow Time (s) 3 3.5 3 3.5 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 12 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 18 43 18 43 End Time (s) 43 18 43 18 Yield/Force Off (s) 37.5 13 37.5 13 Yield/Force Off 170(s) 27.5 3 25.5 3 Local Start Time (s) 0 25 0 25 Local Yield (s) 19.5 50 19.5 50 Local Yield 170(s) 9.5 40 7.5 40 Intersection Summary Cycle Length 55 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 18 (33%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 2: City Park & Elizabeth 38 HCM 6th Signalized Intersection Summary 2: City Park & Elizabeth short background pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 87 607 90 87 636 94 120 119 86 79 113 78 Future Volume (veh/h) 87 607 90 87 636 94 120 119 86 79 113 78 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.90 0.98 0.82 0.96 0.92 0.96 0.92 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 1870 1870 1796 1870 1870 1796 1870 1945 1796 1870 1945 1796 Adj Flow Rate, veh/h 91 632 65 91 662 81 125 124 28 82 118 37 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 391 1827 187 536 1764 215 385 438 99 388 403 126 Arrive On Green 1.00 1.00 1.00 0.19 0.19 0.19 0.29 0.29 0.29 0.29 0.29 0.29 Sat Flow, veh/h 712 3216 330 731 3105 379 1180 1510 341 1183 1388 435 Grp Volume(v), veh/h 91 349 348 91 378 365 125 0 152 82 0 155 Grp Sat Flow(s),veh/h/ln 712 1777 1769 731 1777 1707 1180 0 1851 1183 0 1823 Q Serve(g_s), s 3.3 0.0 0.0 6.3 11.2 11.2 5.5 0.0 3.8 3.5 0.0 4.0 Cycle Q Clear(g_c), s 14.5 0.0 0.0 6.3 11.2 11.2 9.5 0.0 3.8 7.3 0.0 4.0 Prop In Lane 1.00 0.19 1.00 0.22 1.00 0.18 1.00 0.24 Lane Grp Cap(c), veh/h 391 1010 1005 536 1010 970 385 0 537 388 0 529 V/C Ratio(X) 0.23 0.35 0.35 0.17 0.37 0.38 0.32 0.00 0.28 0.21 0.00 0.29 Avail Cap(c_a), veh/h 391 1010 1005 536 1010 970 485 0 694 488 0 684 HCM Platoon Ratio 2.00 2.00 2.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.98 0.98 0.98 0.96 0.96 0.96 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 2.4 0.0 0.0 13.1 15.1 15.1 20.2 0.0 16.5 19.3 0.0 16.5 Incr Delay (d2), s/veh 1.4 0.9 0.9 0.7 1.0 1.1 0.5 0.0 0.3 0.3 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.3 0.3 1.1 5.4 5.2 1.5 0.0 1.6 0.9 0.0 1.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 3.7 0.9 0.9 13.8 16.1 16.2 20.7 0.0 16.8 19.5 0.0 16.8 LnGrp LOS AAABBBCABBAB Approach Vol, veh/h 788 834 277 237 Approach Delay, s/veh 1.2 15.9 18.5 17.8 Approach LOS ABBB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 21.9 38.1 21.9 38.1 Change Period (Y+Rc), s 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s 21.5 28.0 21.5 28.0 Max Q Clear Time (g_c+I1), s 9.3 16.5 11.5 13.2 Green Ext Time (p_c), s 0.6 2.6 0.7 3.0 Intersection Summary HCM 6th Ctrl Delay 11.0 HCM 6th LOS B 39 Timing Report, Sorted By Phase 2: City Park & Elizabeth short background pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 27 33 27 33 Maximum Split (%) 45.0% 55.0% 45.0% 55.0% Minimum Split (s) 22.5 22 24.5 22 Yellow Time (s) 3 3.5 3 3.5 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 12 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 44 11 44 11 End Time (s) 11 44 11 44 Yield/Force Off (s) 5.5 39 5.5 39 Yield/Force Off 170(s) 55.5 29 53.5 29 Local Start Time (s) 5 32 5 32 Local Yield (s) 26.5 0 26.5 0 Local Yield 170(s) 16.5 50 14.5 50 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 39 (65%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 2: City Park & Elizabeth 40 HCM 6th TWSC 3: Shields & University Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 5 Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 57 47 1185 1145 15 Future Vol, veh/h 5 57 47 1185 1145 15 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 120 - - - 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 6 67 55 1394 1347 18 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2163 683 1365 0 - 0 Stage 1 1356 ----- Stage 2 807 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 40 392 499 - - - Stage 1 205 ----- Stage 2 399 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 36 392 499 - - - Mov Cap-2 Maneuver 36 ----- Stage 1 182 ----- Stage 2 399 ----- Approach EB NB SB HCM Control Delay, s 29.6 0.5 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 499 - 218 - - HCM Lane V/C Ratio 0.111 - 0.335 - - HCM Control Delay (s) 13.1 - 29.6 - - HCM Lane LOS B - D - - HCM 95th %tile Q(veh) 0.4 - 1.4 - - 41 HCM 6th TWSC 3: Shields & University short background pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 5 Intersection Int Delay, s/veh 5.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 79 129 1740 1601 20 Future Vol, veh/h 4 79 129 1740 1601 20 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 120 - - - 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 4 88 143 1933 1779 22 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 3043 901 1801 0 - 0 Stage 1 1790 ----- Stage 2 1253 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 10 281 338 - - - Stage 1 119 ----- Stage 2 232 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 6 281 338 - - - Mov Cap-2 Maneuver 6 ----- Stage 1 69 ----- Stage 2 232 ----- Approach EB NB SB HCM Control Delay, s 196 1.6 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 338 - 88 - - HCM Lane V/C Ratio 0.424 - 1.048 - - HCM Control Delay (s) 23.3 - 196 - - HCM Lane LOS C - F - - HCM 95th %tile Q(veh) 2 - 6.2 - - 42 HCM 6th TWSC 4: City Park & University Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 6 Intersection Int Delay, s/veh 3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 9 29 57 25 34 48 Future Vol, veh/h 9 29 57 25 34 48 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 11 34 67 29 40 56 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 218 82 0 0 96 0 Stage 1 82 ----- Stage 2 136 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 770 978 - - 1498 - Stage 1 941 ----- Stage 2 890 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 748 978 - - 1498 - Mov Cap-2 Maneuver 748 ----- Stage 1 941 ----- Stage 2 865 ----- Approach WB NB SB HCM Control Delay, s 9.2 0 3.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 912 1498 - HCM Lane V/C Ratio - - 0.049 0.027 - HCM Control Delay (s) - - 9.2 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0.1 - 43 HCM 6th TWSC 4: City Park & University short background pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 6 Intersection Int Delay, s/veh 3.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 27 96 104 5 45 128 Future Vol, veh/h 27 96 104 5 45 128 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 30 107 116 6 50 142 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 361 119 0 0 122 0 Stage 1 119 ----- Stage 2 242 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 638 933 - - 1465 - Stage 1 906 ----- Stage 2 798 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 614 933 - - 1465 - Mov Cap-2 Maneuver 614 ----- Stage 1 906 ----- Stage 2 768 ----- Approach WB NB SB HCM Control Delay, s 10.1 0 2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 837 1465 - HCM Lane V/C Ratio - - 0.163 0.034 - HCM Control Delay (s) - - 10.1 7.5 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.6 0.1 - 44 APPENDIX E 45 Timing Report, Sorted By Phase 1: Shields & Elizabeth/Moby Lot (Eliz) Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 1 Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 44 15 40 11 44 26 29 Maximum Split (%) 10.0% 40.0% 13.6% 36.4% 10.0% 40.0% 23.6% 26.4% Minimum Split (s) 11 24.5 11 25.5 11 23.5 11 29 Yellow Time (s) 3 3.5 3 3.5 3 3.5 3.5 3 All-Red Time (s) 12321 1.523 Minimum Initial (s) 4 10 5 7 4 10 5.5 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 12 13 10 16 Dual Entry No Yes Yes Yes No Yes Yes Yes Inhibit Max No No No No No No No No Start Time (s) 43.5 54.5 98.5 3.5 43.5 54.5 17.5 98.5 End Time (s) 54.5 98.5 3.5 43.5 54.5 98.5 43.5 17.5 Yield/Force Off (s) 50.5 93 107.5 38 50.5 93.5 38 11.5 Yield/Force Off 170(s) 50.5 81 107.5 25 50.5 83.5 38 105.5 Local Start Time (s) 60.5 71.5 5.5 20.5 60.5 71.5 34.5 5.5 Local Yield (s) 67.5 0 14.5 55 67.5 0.5 55 28.5 Local Yield 170(s) 67.5 98 14.5 42 67.5 100.5 55 12.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 93 (85%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Shields & Elizabeth/Moby Lot (Eliz) 46 HCM 6th Signalized Intersection Summary 1: Shields & Elizabeth/Moby Lot (Eliz) Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 355 63 341 23 11 7 150 920 120 5 791 149 Future Volume (veh/h) 355 63 341 23 11 7 150 920 120 5 791 149 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.92 1.00 0.96 1.00 0.95 1.00 0.99 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 1683 1683 1683 1683 1683 1683 1683 1683 1616 1683 1683 1683 Adj Flow Rate, veh/h 418 74 150 27 13 1 176 1082 30 6 931 53 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 481 551 428 87 327 266 305 1423 39 145 1251 555 Arrive On Green 0.19 0.33 0.33 0.05 0.19 0.19 0.02 0.15 0.15 0.03 0.78 0.78 Sat Flow, veh/h 2565 1683 1309 1603 1683 1369 1603 3174 88 1603 3198 1419 Grp Volume(v), veh/h 418 74 150 27 13 1 176 545 567 6 931 53 Grp Sat Flow(s),veh/h/ln 1283 1683 1309 1603 1683 1369 1603 1599 1662 1603 1599 1419 Q Serve(g_s), s 17.4 3.4 9.6 1.8 0.7 0.1 6.8 36.0 36.0 0.2 16.7 1.0 Cycle Q Clear(g_c), s 17.4 3.4 9.6 1.8 0.7 0.1 6.8 36.0 36.0 0.2 16.7 1.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 481 551 428 87 327 266 305 717 746 145 1251 555 V/C Ratio(X) 0.87 0.13 0.35 0.31 0.04 0.00 0.58 0.76 0.76 0.04 0.74 0.10 Avail Cap(c_a), veh/h 501 551 428 146 367 299 305 717 746 237 1251 555 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 2.00 2.00 2.00 Upstream Filter(I) 0.93 0.93 0.93 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 Uniform Delay (d), s/veh 43.4 26.0 28.1 50.0 36.0 22.7 20.0 41.2 41.2 23.2 9.1 7.4 Incr Delay (d2), s/veh 13.9 0.1 0.5 2.0 0.0 0.0 2.7 7.4 7.2 0.1 3.7 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 6.4 1.4 3.1 0.8 0.3 0.0 2.9 16.9 17.5 0.1 3.6 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.3 26.1 28.6 52.0 36.0 22.7 22.7 48.6 48.4 23.3 12.8 7.7 LnGrp LOS E CCDDCCDDCBA Approach Vol, veh/h 642 41 1288 990 Approach Delay, s/veh 47.0 46.2 45.0 12.6 Approach LOS D D D B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 47.5 11.0 40.5 4.7 53.8 25.1 26.4 Change Period (Y+Rc), s 4.0 5.5 6.0 5.5 4.0 * 5.5 5.5 6.0 Max Green Setting (Gmax), s 7.0 38.5 9.0 34.5 7.0 * 39 20.5 23.0 Max Q Clear Time (g_c+I1), s 8.8 18.7 3.8 11.6 2.2 38.0 19.4 2.7 Green Ext Time (p_c), s 0.0 4.1 0.0 0.8 0.0 0.5 0.2 0.0 Intersection Summary HCM 6th Ctrl Delay 34.6 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 47 Timing Report, Sorted By Phase 2: City Park & Elizabeth Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 30 25 30 Maximum Split (%) 45.5% 54.5% 45.5% 54.5% Minimum Split (s) 22.5 22 24.5 22 Yellow Time (s) 3 3.5 3 3.5 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 12 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 18 43 18 43 End Time (s) 43 18 43 18 Yield/Force Off (s) 37.5 13 37.5 13 Yield/Force Off 170(s) 27.5 3 25.5 3 Local Start Time (s) 0 25 0 25 Local Yield (s) 19.5 50 19.5 50 Local Yield 170(s) 9.5 40 7.5 40 Intersection Summary Cycle Length 55 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 18 (33%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 2: City Park & Elizabeth 48 HCM 6th Signalized Intersection Summary 2: City Park & Elizabeth Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 55 591 96 25 268 54 30 46 64 51 42 26 Future Volume (veh/h) 55 591 96 25 268 54 30 46 64 51 42 26 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.97 0.84 0.99 0.93 0.98 0.92 0.98 0.95 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 1870 1870 1796 1870 1870 1796 1870 1945 1796 1870 1945 1796 Adj Flow Rate, veh/h 62 664 93 28 301 42 34 52 7 57 47 3 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 222222222222 Cap, veh/h 800 2019 282 593 2057 283 345 304 41 338 331 21 Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 1011 3050 426 697 3107 427 1328 1659 223 1318 1802 115 Grp Volume(v), veh/h 62 386 371 28 170 173 34 0 59 57 0 50 Grp Sat Flow(s),veh/h/ln 1011 1777 1699 697 1777 1757 1328 0 1882 1318 0 1918 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.0 1.5 2.1 0.0 1.2 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 2.4 0.0 1.5 3.6 0.0 1.2 Prop In Lane 1.00 0.25 1.00 0.24 1.00 0.12 1.00 0.06 Lane Grp Cap(c), veh/h 800 1176 1125 593 1176 1164 345 0 345 338 0 352 V/C Ratio(X) 0.08 0.33 0.33 0.05 0.14 0.15 0.10 0.00 0.17 0.17 0.00 0.14 Avail Cap(c_a), veh/h 800 1176 1125 593 1176 1164 597 0 702 587 0 715 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.99 0.99 0.99 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 19.8 0.0 18.9 20.4 0.0 18.8 Incr Delay (d2), s/veh 0.2 0.7 0.8 0.1 0.3 0.3 0.1 0.0 0.2 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.2 0.2 0.0 0.1 0.1 0.4 0.0 0.6 0.6 0.0 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.2 0.7 0.8 0.1 0.3 0.3 20.0 0.0 19.2 20.7 0.0 19.0 LnGrp LOS AAAAAABABCAB Approach Vol, veh/h 819 371 93 107 Approach Delay, s/veh 0.7 0.3 19.5 19.9 Approach LOS AABB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 14.6 40.4 14.6 40.4 Change Period (Y+Rc), s 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s 19.5 25.0 19.5 25.0 Max Q Clear Time (g_c+I1), s 5.6 2.0 4.4 2.0 Green Ext Time (p_c), s 0.2 3.1 0.2 1.3 Intersection Summary HCM 6th Ctrl Delay 3.3 HCM 6th LOS A 49 HCM 6th TWSC 3: Shields & University Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 5 Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 57 47 1185 1145 15 Future Vol, veh/h 5 57 47 1185 1145 15 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 120 - - - 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 6 67 55 1394 1347 18 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2163 683 1365 0 - 0 Stage 1 1356 ----- Stage 2 807 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 40 392 499 - - - Stage 1 205 ----- Stage 2 399 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 36 392 499 - - - Mov Cap-2 Maneuver 36 ----- Stage 1 182 ----- Stage 2 399 ----- Approach EB NB SB HCM Control Delay, s 29.6 0.5 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 499 - 218 - - HCM Lane V/C Ratio 0.111 - 0.335 - - HCM Control Delay (s) 13.1 - 29.6 - - HCM Lane LOS B - D - - HCM 95th %tile Q(veh) 0.4 - 1.4 - - 50 HCM 6th TWSC 4: City Park & University Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 6 Intersection Int Delay, s/veh 3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 9 29 57 25 34 48 Future Vol, veh/h 9 29 57 25 34 48 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 11 34 67 29 40 56 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 218 82 0 0 96 0 Stage 1 82 ----- Stage 2 136 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 770 978 - - 1498 - Stage 1 941 ----- Stage 2 890 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 748 978 - - 1498 - Mov Cap-2 Maneuver 748 ----- Stage 1 941 ----- Stage 2 865 ----- Approach WB NB SB HCM Control Delay, s 9.2 0 3.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 912 1498 - HCM Lane V/C Ratio - - 0.049 0.027 - HCM Control Delay (s) - - 9.2 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0.1 - 51 Timing Report, Sorted By Phase 1: Shields & Elizabeth/Moby Lot (Eliz) Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 1 Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 44 15 40 11 44 26 29 Maximum Split (%) 10.0% 40.0% 13.6% 36.4% 10.0% 40.0% 23.6% 26.4% Minimum Split (s) 11 24.5 11 25.5 11 23.5 11 29 Yellow Time (s) 3 3.5 3 3.5 3 3.5 3.5 3 All-Red Time (s) 12321 1.523 Minimum Initial (s) 4 10 5 7 4 10 5.5 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 12 13 10 16 Dual Entry No Yes Yes Yes No Yes Yes Yes Inhibit Max No No No No No No No No Start Time (s) 43.5 54.5 98.5 3.5 43.5 54.5 17.5 98.5 End Time (s) 54.5 98.5 3.5 43.5 54.5 98.5 43.5 17.5 Yield/Force Off (s) 50.5 93 107.5 38 50.5 93.5 38 11.5 Yield/Force Off 170(s) 50.5 81 107.5 25 50.5 83.5 38 105.5 Local Start Time (s) 60.5 71.5 5.5 20.5 60.5 71.5 34.5 5.5 Local Yield (s) 67.5 0 14.5 55 67.5 0.5 55 28.5 Local Yield 170(s) 67.5 98 14.5 42 67.5 100.5 55 12.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 93 (85%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Shields & Elizabeth/Moby Lot (Eliz) 52 HCM 6th Signalized Intersection Summary 1: Shields & Elizabeth/Moby Lot (Eliz) Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 355 63 341 23 11 7 150 920 120 5 791 149 Future Volume (veh/h) 355 63 341 23 11 7 150 920 120 5 791 149 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.92 1.00 0.96 1.00 0.95 1.00 0.99 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 1683 1683 1683 1683 1683 1683 1683 1683 1616 1683 1683 1683 Adj Flow Rate, veh/h 418 74 150 27 13 1 176 1082 30 6 931 53 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 481 551 428 87 327 266 305 1423 39 145 1251 555 Arrive On Green 0.19 0.33 0.33 0.05 0.19 0.19 0.02 0.15 0.15 0.03 0.78 0.78 Sat Flow, veh/h 2565 1683 1309 1603 1683 1369 1603 3174 88 1603 3198 1419 Grp Volume(v), veh/h 418 74 150 27 13 1 176 545 567 6 931 53 Grp Sat Flow(s),veh/h/ln 1283 1683 1309 1603 1683 1369 1603 1599 1662 1603 1599 1419 Q Serve(g_s), s 17.4 3.4 9.6 1.8 0.7 0.1 6.8 36.0 36.0 0.2 16.7 1.0 Cycle Q Clear(g_c), s 17.4 3.4 9.6 1.8 0.7 0.1 6.8 36.0 36.0 0.2 16.7 1.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 481 551 428 87 327 266 305 717 746 145 1251 555 V/C Ratio(X) 0.87 0.13 0.35 0.31 0.04 0.00 0.58 0.76 0.76 0.04 0.74 0.10 Avail Cap(c_a), veh/h 501 551 428 146 367 299 305 717 746 237 1251 555 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 2.00 2.00 2.00 Upstream Filter(I) 0.93 0.93 0.93 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 Uniform Delay (d), s/veh 43.4 26.0 28.1 50.0 36.0 22.7 20.0 41.2 41.2 23.2 9.1 7.4 Incr Delay (d2), s/veh 13.9 0.1 0.5 2.0 0.0 0.0 2.7 7.4 7.2 0.1 3.7 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 6.4 1.4 3.1 0.8 0.3 0.0 2.9 16.9 17.5 0.1 3.6 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.3 26.1 28.6 52.0 36.0 22.7 22.7 48.6 48.4 23.3 12.8 7.7 LnGrp LOS E CCDDCCDDCBA Approach Vol, veh/h 642 41 1288 990 Approach Delay, s/veh 47.0 46.2 45.0 12.6 Approach LOS D D D B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 47.5 11.0 40.5 4.7 53.8 25.1 26.4 Change Period (Y+Rc), s 4.0 5.5 6.0 5.5 4.0 * 5.5 5.5 6.0 Max Green Setting (Gmax), s 7.0 38.5 9.0 34.5 7.0 * 39 20.5 23.0 Max Q Clear Time (g_c+I1), s 8.8 18.7 3.8 11.6 2.2 38.0 19.4 2.7 Green Ext Time (p_c), s 0.0 4.1 0.0 0.8 0.0 0.5 0.2 0.0 Intersection Summary HCM 6th Ctrl Delay 34.6 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 53 Timing Report, Sorted By Phase 2: City Park & Elizabeth Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 30 25 30 Maximum Split (%) 45.5% 54.5% 45.5% 54.5% Minimum Split (s) 22.5 22 24.5 22 Yellow Time (s) 3 3.5 3 3.5 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 12 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 18 43 18 43 End Time (s) 43 18 43 18 Yield/Force Off (s) 37.5 13 37.5 13 Yield/Force Off 170(s) 27.5 3 25.5 3 Local Start Time (s) 0 25 0 25 Local Yield (s) 19.5 50 19.5 50 Local Yield 170(s) 9.5 40 7.5 40 Intersection Summary Cycle Length 55 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 18 (33%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 2: City Park & Elizabeth 54 HCM 6th Signalized Intersection Summary 2: City Park & Elizabeth Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 55 591 96 25 268 54 30 46 64 51 42 26 Future Volume (veh/h) 55 591 96 25 268 54 30 46 64 51 42 26 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.97 0.84 0.99 0.93 0.98 0.92 0.98 0.95 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 1870 1870 1796 1870 1870 1796 1870 1945 1796 1870 1945 1796 Adj Flow Rate, veh/h 62 664 93 28 301 42 34 52 7 57 47 3 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 222222222222 Cap, veh/h 800 2019 282 593 2057 283 345 304 41 338 331 21 Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 1011 3050 426 697 3107 427 1328 1659 223 1318 1802 115 Grp Volume(v), veh/h 62 386 371 28 170 173 34 0 59 57 0 50 Grp Sat Flow(s),veh/h/ln 1011 1777 1699 697 1777 1757 1328 0 1882 1318 0 1918 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 1.2 0.0 1.5 2.1 0.0 1.2 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 2.4 0.0 1.5 3.6 0.0 1.2 Prop In Lane 1.00 0.25 1.00 0.24 1.00 0.12 1.00 0.06 Lane Grp Cap(c), veh/h 800 1176 1125 593 1176 1164 345 0 345 338 0 352 V/C Ratio(X) 0.08 0.33 0.33 0.05 0.14 0.15 0.10 0.00 0.17 0.17 0.00 0.14 Avail Cap(c_a), veh/h 800 1176 1125 593 1176 1164 597 0 702 587 0 715 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.99 0.99 0.99 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 19.8 0.0 18.9 20.4 0.0 18.8 Incr Delay (d2), s/veh 0.2 0.7 0.8 0.1 0.3 0.3 0.1 0.0 0.2 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.2 0.2 0.0 0.1 0.1 0.4 0.0 0.6 0.6 0.0 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.2 0.7 0.8 0.1 0.3 0.3 20.0 0.0 19.2 20.7 0.0 19.0 LnGrp LOS AAAAAABABCAB Approach Vol, veh/h 819 371 93 107 Approach Delay, s/veh 0.7 0.3 19.5 19.9 Approach LOS AABB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 14.6 40.4 14.6 40.4 Change Period (Y+Rc), s 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s 19.5 25.0 19.5 25.0 Max Q Clear Time (g_c+I1), s 5.6 2.0 4.4 2.0 Green Ext Time (p_c), s 0.2 3.1 0.2 1.3 Intersection Summary HCM 6th Ctrl Delay 3.3 HCM 6th LOS A 55 HCM 6th TWSC 3: Shields & University Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 5 Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 57 47 1185 1145 15 Future Vol, veh/h 5 57 47 1185 1145 15 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 120 - - - 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 6 67 55 1394 1347 18 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2163 683 1365 0 - 0 Stage 1 1356 ----- Stage 2 807 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 40 392 499 - - - Stage 1 205 ----- Stage 2 399 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 36 392 499 - - - Mov Cap-2 Maneuver 36 ----- Stage 1 182 ----- Stage 2 399 ----- Approach EB NB SB HCM Control Delay, s 29.6 0.5 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 499 - 218 - - HCM Lane V/C Ratio 0.111 - 0.335 - - HCM Control Delay (s) 13.1 - 29.6 - - HCM Lane LOS B - D - - HCM 95th %tile Q(veh) 0.4 - 1.4 - - 56 HCM 6th TWSC 4: City Park & University Short Background AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 6 Intersection Int Delay, s/veh 3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 9 29 57 25 34 48 Future Vol, veh/h 9 29 57 25 34 48 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 11 34 67 29 40 56 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 218 82 0 0 96 0 Stage 1 82 ----- Stage 2 136 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 770 978 - - 1498 - Stage 1 941 ----- Stage 2 890 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 748 978 - - 1498 - Mov Cap-2 Maneuver 748 ----- Stage 1 941 ----- Stage 2 865 ----- Approach WB NB SB HCM Control Delay, s 9.2 0 3.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 912 1498 - HCM Lane V/C Ratio - - 0.049 0.027 - HCM Control Delay (s) - - 9.2 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0.1 - 57 APPENDIX F 58 HCM 6th Signalized Intersection Summary 1: Shields & Elizabeth/Moby Lot (Eliz) Short Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 380 63 341 23 11 7 150 922 120 5 812 149 Future Volume (veh/h) 380 63 341 23 11 7 150 922 120 5 812 149 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.92 1.00 1.00 1.00 0.95 1.00 0.99 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 1683 1683 1683 1683 1683 1683 1683 1683 1616 1683 1683 1683 Adj Flow Rate, veh/h 447 74 150 27 13 0 176 1085 134 6 955 66 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 501 564 440 87 327 277 286 1254 155 118 1225 543 Arrive On Green 0.20 0.34 0.34 0.05 0.19 0.00 0.02 0.15 0.15 0.03 0.77 0.77 Sat Flow, veh/h 2565 1683 1312 1603 1683 1427 1603 2848 351 1603 3198 1419 Grp Volume(v), veh/h 447 74 150 27 13 0 176 608 611 6 955 66 Grp Sat Flow(s),veh/h/ln 1283 1683 1312 1603 1683 1427 1603 1599 1600 1603 1599 1419 Q Serve(g_s), s 18.7 3.4 9.4 1.8 0.7 0.0 6.9 40.9 41.1 0.2 19.1 1.3 Cycle Q Clear(g_c), s 18.7 3.4 9.4 1.8 0.7 0.0 6.9 40.9 41.1 0.2 19.1 1.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.22 1.00 1.00 Lane Grp Cap(c), veh/h 501 564 440 87 327 277 286 704 705 118 1225 543 V/C Ratio(X) 0.89 0.13 0.34 0.31 0.04 0.00 0.62 0.86 0.87 0.05 0.78 0.12 Avail Cap(c_a), veh/h 501 564 440 146 367 311 286 704 705 210 1225 543 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 2.00 2.00 2.00 Upstream Filter(I) 0.93 0.93 0.93 1.00 1.00 0.00 1.00 1.00 1.00 0.91 0.91 0.91 Uniform Delay (d), s/veh 43.1 25.4 27.4 50.0 36.0 0.0 21.3 43.8 43.8 25.2 10.2 8.1 Incr Delay (d2), s/veh 16.9 0.1 0.4 2.0 0.0 0.0 3.9 13.3 13.5 0.2 4.5 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.0 1.4 3.0 0.8 0.3 0.0 3.1 20.1 20.2 0.1 4.0 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 60.0 25.5 27.9 52.0 36.0 0.0 25.2 57.1 57.4 25.3 14.7 8.5 LnGrp LOS E CCDDACEECBA Approach Vol, veh/h 671 40 1395 1027 Approach Delay, s/veh 49.0 46.8 53.2 14.4 Approach LOS D D D B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 46.6 11.0 41.4 4.7 53.0 26.0 26.4 Change Period (Y+Rc), s 4.0 5.5 6.0 5.5 4.0 * 5.5 5.5 6.0 Max Green Setting (Gmax), s 7.0 38.5 9.0 34.5 7.0 * 39 20.5 23.0 Max Q Clear Time (g_c+I1), s 8.9 21.1 3.8 11.4 2.2 43.1 20.7 2.7 Green Ext Time (p_c), s 0.0 4.1 0.0 0.8 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 39.5 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 59 Timing Report, Sorted By Phase 1: Shields & Elizabeth/Moby Lot (Eliz) Short Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 1 Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 44 15 40 11 44 26 29 Maximum Split (%) 10.0% 40.0% 13.6% 36.4% 10.0% 40.0% 23.6% 26.4% Minimum Split (s) 11 24.5 11 25.5 11 23.5 11 29 Yellow Time (s) 3 3.5 3 3.5 3 3.5 3.5 3 All-Red Time (s) 12321 1.523 Minimum Initial (s) 4 10 5 7 4 10 5.5 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 12 13 10 16 Dual Entry No Yes Yes Yes No Yes Yes Yes Inhibit Max No No No No No No No No Start Time (s) 43.5 54.5 98.5 3.5 43.5 54.5 17.5 98.5 End Time (s) 54.5 98.5 3.5 43.5 54.5 98.5 43.5 17.5 Yield/Force Off (s) 50.5 93 107.5 38 50.5 93.5 38 11.5 Yield/Force Off 170(s) 50.5 81 107.5 25 50.5 83.5 38 105.5 Local Start Time (s) 60.5 71.5 5.5 20.5 60.5 71.5 34.5 5.5 Local Yield (s) 67.5 0 14.5 55 67.5 0.5 55 28.5 Local Yield 170(s) 67.5 98 14.5 42 67.5 100.5 55 12.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 120 Offset: 93 (85%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Shields & Elizabeth/Moby Lot (Eliz) 60 HCM 6th Signalized Intersection Summary 1: Shields & Elizabeth/Moby Lot (Eliz) short total pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 378 43 405 90 64 11 401 1275 70 6 1189 431 Future Volume (veh/h) 378 43 405 90 64 11 401 1275 70 6 1189 431 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.86 1.00 1.00 1.00 0.96 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1683 1683 1683 1683 1683 1683 1683 1683 1616 1683 1683 1683 Adj Flow Rate, veh/h 406 46 226 97 69 0 431 1371 72 6 1278 154 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 395 417 305 134 298 252 300 1581 83 123 1206 525 Arrive On Green 0.15 0.25 0.25 0.08 0.18 0.00 0.15 0.51 0.51 0.03 0.75 0.75 Sat Flow, veh/h 2565 1683 1230 1603 1683 1427 1603 3083 161 1603 3198 1391 Grp Volume(v), veh/h 406 46 226 97 69 0 431 709 734 6 1278 154 Grp Sat Flow(s),veh/h/ln 1283 1683 1230 1603 1683 1427 1603 1599 1645 1603 1599 1391 Q Serve(g_s), s 18.5 2.5 20.3 7.1 4.2 0.0 18.0 46.6 47.0 0.3 45.3 4.2 Cycle Q Clear(g_c), s 18.5 2.5 20.3 7.1 4.2 0.0 18.0 46.6 47.0 0.3 45.3 4.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 395 417 305 134 298 252 300 820 844 123 1206 525 V/C Ratio(X) 1.03 0.11 0.74 0.73 0.23 0.00 1.43 0.86 0.87 0.05 1.06 0.29 Avail Cap(c_a), veh/h 395 442 323 134 323 273 300 820 844 207 1206 525 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) 0.96 0.96 0.96 1.00 1.00 0.00 1.00 1.00 1.00 0.68 0.68 0.68 Uniform Delay (d), s/veh 50.8 34.9 41.6 53.7 42.4 0.0 38.3 25.6 25.7 25.9 14.7 9.7 Incr Delay (d2), s/veh 51.3 0.1 8.1 17.8 0.4 0.0 213.6 11.8 11.8 0.1 39.1 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.7 1.1 6.9 3.5 1.8 0.0 26.8 19.7 20.5 0.1 12.5 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 102.1 35.0 49.7 71.5 42.8 0.0 251.9 37.4 37.5 26.0 53.8 10.7 LnGrp LOS F D D E D A F D D C F B Approach Vol, veh/h 678 166 1874 1438 Approach Delay, s/veh 80.1 59.5 86.8 49.1 Approach LOS F E F D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 21.0 49.8 15.0 34.2 4.7 66.0 23.0 26.2 Change Period (Y+Rc), s 4.0 5.5 6.0 5.5 4.0 * 5.5 5.5 6.0 Max Green Setting (Gmax), s 17.0 42.5 9.0 30.5 7.0 * 53 17.5 22.0 Max Q Clear Time (g_c+I1), s 20.0 47.3 9.1 22.3 2.3 49.0 20.5 6.2 Green Ext Time (p_c), s 0.0 0.0 0.0 0.7 0.0 2.3 0.0 0.1 Intersection Summary HCM 6th Ctrl Delay 71.5 HCM 6th LOS E Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 61 Timing Report, Sorted By Phase 1: Shields & Elizabeth/Moby Lot (Eliz) short total pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 1 Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 21 48 15 36 11 58 23 28 Maximum Split (%) 17.5% 40.0% 12.5% 30.0% 9.2% 48.3% 19.2% 23.3% Minimum Split (s) 11 24.5 11 23.5 11 23.5 11 27 Yellow Time (s) 3 3.5 3 3.5 3 3.5 3.5 3 All-Red Time (s) 12321 1.523 Minimum Initial (s) 4 10 5 7 4 10 5.5 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7575 Flash Dont Walk (s) 12 13 10 16 Dual Entry No Yes Yes Yes No Yes Yes Yes Inhibit Max No No No No No No No No Start Time (s) 92.5 113.5 41.5 56.5 92.5 103.5 69.5 41.5 End Time (s) 113.5 41.5 56.5 92.5 103.5 41.5 92.5 69.5 Yield/Force Off (s) 109.5 36 50.5 87 99.5 36.5 87 63.5 Yield/Force Off 170(s) 109.5 24 50.5 74 99.5 26.5 87 47.5 Local Start Time (s) 56.5 77.5 5.5 20.5 56.5 67.5 33.5 5.5 Local Yield (s) 73.5 0 14.5 51 63.5 0.5 51 27.5 Local Yield 170(s) 73.5 108 14.5 38 63.5 110.5 51 11.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 36 (30%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Shields & Elizabeth/Moby Lot (Eliz) 62 HCM 6th Signalized Intersection Summary 2: City Park & Elizabeth Short Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 55 591 130 25 268 54 74 58 87 51 52 26 Future Volume (veh/h) 55 591 130 25 268 54 74 58 87 51 52 26 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.97 0.84 0.99 0.93 0.98 0.92 0.98 0.95 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 1870 1870 1796 1870 1870 1796 1870 1945 1796 1870 1945 1796 Adj Flow Rate, veh/h 62 664 124 28 301 41 83 65 11 57 58 3 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 222222222222 Cap, veh/h 797 1905 355 577 2054 276 342 299 51 329 341 18 Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1012 2892 539 678 3118 419 1316 1599 271 1299 1828 95 Grp Volume(v), veh/h 62 407 381 28 170 172 83 0 76 57 0 61 Grp Sat Flow(s),veh/h/ln 1012 1777 1654 678 1777 1760 1316 0 1869 1299 0 1923 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 3.1 0.0 1.9 2.1 0.0 1.5 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 4.6 0.0 1.9 4.0 0.0 1.5 Prop In Lane 1.00 0.33 1.00 0.24 1.00 0.14 1.00 0.05 Lane Grp Cap(c), veh/h 797 1170 1089 577 1170 1159 342 0 349 329 0 359 V/C Ratio(X) 0.08 0.35 0.35 0.05 0.14 0.15 0.24 0.00 0.22 0.17 0.00 0.17 Avail Cap(c_a), veh/h 797 1170 1089 577 1170 1159 586 0 697 570 0 717 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.99 0.99 0.99 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 20.7 0.0 19.0 20.7 0.0 18.8 Incr Delay (d2), s/veh 0.2 0.8 0.9 0.2 0.3 0.3 0.4 0.0 0.3 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.3 0.3 0.0 0.1 0.1 0.9 0.0 0.8 0.6 0.0 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.2 0.8 0.9 0.2 0.3 0.3 21.1 0.0 19.3 20.9 0.0 19.0 LnGrp LOS AAAAAACABCAB Approach Vol, veh/h 850 370 159 118 Approach Delay, s/veh 0.8 0.3 20.2 19.9 Approach LOS A A C B Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 14.8 40.2 14.8 40.2 Change Period (Y+Rc), s 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s 19.5 25.0 19.5 25.0 Max Q Clear Time (g_c+I1), s 6.0 2.0 6.6 2.0 Green Ext Time (p_c), s 0.3 3.2 0.4 1.3 Intersection Summary HCM 6th Ctrl Delay 4.2 HCM 6th LOS A 63 Timing Report, Sorted By Phase 2: City Park & Elizabeth Short Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 30 25 30 Maximum Split (%) 45.5% 54.5% 45.5% 54.5% Minimum Split (s) 22.5 22 24.5 22 Yellow Time (s) 3 3.5 3 3.5 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 12 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 18 43 18 43 End Time (s) 43 18 43 18 Yield/Force Off (s) 37.5 13 37.5 13 Yield/Force Off 170(s) 27.5 3 25.5 3 Local Start Time (s) 0 25 0 25 Local Yield (s) 19.5 50 19.5 50 Local Yield 170(s) 9.5 40 7.5 40 Intersection Summary Cycle Length 55 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 18 (33%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 2: City Park & Elizabeth 64 HCM 6th Signalized Intersection Summary 2: City Park & Elizabeth short total pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 87 607 145 87 636 94 175 133 115 79 127 78 Future Volume (veh/h) 87 607 145 87 636 94 175 133 115 79 127 78 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.90 0.98 0.82 0.96 0.93 0.96 0.93 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 1870 1870 1796 1870 1870 1796 1870 1945 1796 1870 1945 1796 Adj Flow Rate, veh/h 91 632 122 91 662 81 182 139 58 82 132 37 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 222222222222 Cap, veh/h 375 1595 307 500 1698 207 402 395 165 378 445 125 Arrive On Green 1.00 1.00 1.00 0.18 0.18 0.18 0.31 0.31 0.31 0.31 0.31 0.31 Sat Flow, veh/h 712 2912 561 694 3102 378 1171 1271 530 1143 1433 402 Grp Volume(v), veh/h 91 385 369 91 378 365 182 0 197 82 0 169 Grp Sat Flow(s),veh/h/ln 712 1777 1696 694 1777 1704 1171 0 1801 1143 0 1835 Q Serve(g_s), s 3.5 0.0 0.0 6.7 11.3 11.3 8.4 0.0 5.1 3.6 0.0 4.2 Cycle Q Clear(g_c), s 14.8 0.0 0.0 6.7 11.3 11.3 12.6 0.0 5.1 8.7 0.0 4.2 Prop In Lane 1.00 0.33 1.00 0.22 1.00 0.29 1.00 0.22 Lane Grp Cap(c), veh/h 375 973 929 500 973 933 402 0 560 378 0 570 V/C Ratio(X) 0.24 0.40 0.40 0.18 0.39 0.39 0.45 0.00 0.35 0.22 0.00 0.30 Avail Cap(c_a), veh/h 375 973 929 500 973 933 477 0 675 452 0 688 HCM Platoon Ratio 2.00 2.00 2.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.98 0.98 0.98 0.96 0.96 0.96 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 2.5 0.0 0.0 13.9 15.7 15.8 20.5 0.0 16.0 19.4 0.0 15.7 Incr Delay (d2), s/veh 1.5 1.2 1.2 0.8 1.1 1.2 0.8 0.0 0.4 0.3 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.3 0.3 1.1 5.5 5.3 2.2 0.0 2.0 0.9 0.0 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 4.0 1.2 1.2 14.6 16.9 16.9 21.3 0.0 16.4 19.6 0.0 16.0 LnGrp LOS AAABBBCABBAB Approach Vol, veh/h 845 834 379 251 Approach Delay, s/veh 1.5 16.7 18.7 17.2 Approach LOS ABBB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 23.1 36.9 23.1 36.9 Change Period (Y+Rc), s 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s 21.5 28.0 21.5 28.0 Max Q Clear Time (g_c+I1), s 10.7 16.8 14.6 13.3 Green Ext Time (p_c), s 0.7 2.8 0.9 3.1 Intersection Summary HCM 6th Ctrl Delay 11.5 HCM 6th LOS B 65 Timing Report, Sorted By Phase 2: City Park & Elizabeth short total pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 27 33 27 33 Maximum Split (%) 45.0% 55.0% 45.0% 55.0% Minimum Split (s) 22.5 22 24.5 22 Yellow Time (s) 3 3.5 3 3.5 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 12 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 44 11 44 11 End Time (s) 11 44 11 44 Yield/Force Off (s) 5.5 39 5.5 39 Yield/Force Off 170(s) 55.5 29 53.5 29 Local Start Time (s) 5 32 5 32 Local Yield (s) 26.5 0 26.5 0 Local Yield 170(s) 16.5 50 14.5 50 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 39 (65%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 2: City Park & Elizabeth 66 HCM 6th TWSC 3: Shields & University Short Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 5 Intersection Int Delay, s/veh 2.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 6 103 81 1185 1145 34 Future Vol, veh/h 6 103 81 1185 1145 34 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 120 - - - 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 7 121 95 1394 1347 40 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2254 694 1387 0 - 0 Stage 1 1367 ----- Stage 2 887 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 35 385 490 - - - Stage 1 202 ----- Stage 2 363 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 28 385 490 - - - Mov Cap-2 Maneuver 28 ----- Stage 1 163 ----- Stage 2 363 ----- Approach EB NB SB HCM Control Delay, s 40 0.9 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 490 - 226 - - HCM Lane V/C Ratio 0.194 - 0.567 - - HCM Control Delay (s) 14.1 - 40 - - HCM Lane LOS B - E - - HCM 95th %tile Q(veh) 0.7 - 3.1 - - 67 HCM 6th TWSC 3: Shields & University short total pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 5 Intersection Int Delay, s/veh 37.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 6 134 184 1740 1601 51 Future Vol, veh/h 6 134 184 1740 1601 51 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 120 - - - 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 7 149 204 1933 1779 57 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 3183 918 1836 0 - 0 Stage 1 1808 ----- Stage 2 1375 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 8 274 328 - - - Stage 1 116 ----- Stage 2 200 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 3 274 328 - - - Mov Cap-2 Maneuver ~ 3 ----- Stage 1 44 ----- Stage 2 200 ----- Approach EB NB SB HCM Control Delay, s$ 959.5 3.1 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 328 - 56 - - HCM Lane V/C Ratio 0.623 - 2.778 - - HCM Control Delay (s) 32.5 -$ 959.5 - - HCM Lane LOS D - F - - HCM 95th %tile Q(veh) 4 - 16.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 68 HCM 6th TWSC 4: City Park & University Short Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 6 Intersection Int Delay, s/veh 5.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 9 107 57 25 79 48 Future Vol, veh/h 9 107 57 25 79 48 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 11 126 67 29 93 56 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 324 82 0 0 96 0 Stage 1 82 ----- Stage 2 242 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 670 978 - - 1498 - Stage 1 941 ----- Stage 2 798 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 627 978 - - 1498 - Mov Cap-2 Maneuver 627 ----- Stage 1 941 ----- Stage 2 747 ----- Approach WB NB SB HCM Control Delay, s 9.5 0 4.7 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 937 1498 - HCM Lane V/C Ratio - - 0.146 0.062 - HCM Control Delay (s) - - 9.5 7.6 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.5 0.2 - 69 HCM 6th TWSC 4: City Park & University short total pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 10 Light Report Page 6 Intersection Int Delay, s/veh 5.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 27 194 104 5 114 128 Future Vol, veh/h 27 194 104 5 114 128 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 30 216 116 6 127 142 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 515 119 0 0 122 0 Stage 1 119 ----- Stage 2 396 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 520 933 - - 1465 - Stage 1 906 ----- Stage 2 680 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 471 933 - - 1465 - Mov Cap-2 Maneuver 471 ----- Stage 1 906 ----- Stage 2 616 ----- Approach WB NB SB HCM Control Delay, s 11.1 0 3.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 833 1465 - HCM Lane V/C Ratio - - 0.295 0.086 - HCM Control Delay (s) - - 11.1 7.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 1.2 0.3 - 70 APPENDIX G 71 HCM 6th Signalized Intersection Summary 1: Shields & Elizabeth/Moby Lot (Eliz) Long Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 450 75 400 25 10 10 175 1100 145 10 965 175 Future Volume (veh/h) 450 75 400 25 10 10 175 1100 145 10 965 175 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.92 1.00 0.96 1.00 0.95 1.00 0.99 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 1683 1683 1683 1683 1683 1683 1683 1683 1616 1683 1683 1683 Adj Flow Rate, veh/h 529 88 220 29 12 4 206 1294 164 12 1135 97 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 501 564 440 87 327 266 221 1237 156 98 1225 543 Arrive On Green 0.20 0.34 0.34 0.05 0.19 0.19 0.02 0.14 0.14 0.04 0.77 0.77 Sat Flow, veh/h 2565 1683 1312 1603 1683 1369 1603 2840 357 1603 3198 1419 Grp Volume(v), veh/h 529 88 220 29 12 4 206 725 733 12 1135 97 Grp Sat Flow(s),veh/h/ln 1283 1683 1312 1603 1683 1369 1603 1599 1598 1603 1599 1419 Q Serve(g_s), s 21.5 4.0 14.7 1.9 0.6 0.2 8.0 47.9 47.9 0.5 31.5 2.0 Cycle Q Clear(g_c), s 21.5 4.0 14.7 1.9 0.6 0.2 8.0 47.9 47.9 0.5 31.5 2.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.22 1.00 1.00 Lane Grp Cap(c), veh/h 501 564 440 87 327 266 221 696 696 98 1225 543 V/C Ratio(X) 1.06 0.16 0.50 0.33 0.04 0.02 0.93 1.04 1.05 0.12 0.93 0.18 Avail Cap(c_a), veh/h 501 564 440 146 367 299 221 696 696 182 1225 543 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 2.00 2.00 2.00 Upstream Filter(I) 0.93 0.93 0.93 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 Uniform Delay (d), s/veh 44.2 25.6 29.2 50.1 36.0 22.7 27.1 47.1 47.1 27.2 11.6 8.2 Incr Delay (d2), s/veh 54.1 0.1 0.8 2.2 0.0 0.0 41.6 45.1 49.2 0.5 12.3 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.5 1.6 4.8 0.8 0.3 0.1 5.8 29.3 30.0 0.2 6.1 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 98.4 25.8 30.0 52.3 36.0 22.8 68.7 92.2 96.3 27.7 23.9 8.8 LnGrp LOS F CCDDCEFFCCA Approach Vol, veh/h 837 45 1664 1244 Approach Delay, s/veh 72.8 45.3 91.1 22.8 Approach LOS E D F C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 46.6 11.0 41.4 5.2 52.4 26.0 26.4 Change Period (Y+Rc), s 4.0 5.5 6.0 5.5 4.0 * 5.5 5.5 6.0 Max Green Setting (Gmax), s 7.0 38.5 9.0 34.5 7.0 * 39 20.5 23.0 Max Q Clear Time (g_c+I1), s 10.0 33.5 3.9 16.7 2.5 49.9 23.5 2.6 Green Ext Time (p_c), s 0.0 2.5 0.0 1.1 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 64.1 HCM 6th LOS E Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 72 Timing Report, Sorted By Phase 1: Shields & Elizabeth/Moby Lot (Eliz) Long Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 1 Phase Number 12345678 Movement NBL SBTL WBL EBT SBL NBTL EBL WBT Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 44 15 40 11 44 26 29 Maximum Split (%) 10.0% 40.0% 13.6% 36.4% 10.0% 40.0% 23.6% 26.4% Minimum Split (s) 11 24.5 11 25.5 11 23.5 11 29 Yellow Time (s) 3 3.5 3 3.5 3 3.5 3.5 3 All-Red Time (s) 12321 1.523 Minimum Initial (s) 4 10 5 7 4 10 5.5 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 12 13 10 16 Dual Entry No Yes Yes Yes No Yes Yes Yes Inhibit Max No No No No No No No No Start Time (s) 43.5 54.5 98.5 3.5 43.5 54.5 17.5 98.5 End Time (s) 54.5 98.5 3.5 43.5 54.5 98.5 43.5 17.5 Yield/Force Off (s) 50.5 93 107.5 38 50.5 93.5 38 11.5 Yield/Force Off 170(s) 50.5 81 107.5 25 50.5 83.5 38 105.5 Local Start Time (s) 60.5 71.5 5.5 20.5 60.5 71.5 34.5 5.5 Local Yield (s) 67.5 0 14.5 55 67.5 0.5 55 28.5 Local Yield 170(s) 67.5 98 14.5 42 67.5 100.5 55 12.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 93 (85%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Shields & Elizabeth/Moby Lot (Eliz) 73 HCM 6th Signalized Intersection Summary 2: City Park & Elizabeth Long Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 65 690 150 30 310 70 80 70 100 60 65 30 Future Volume (veh/h) 65 690 150 30 310 70 80 70 100 60 65 30 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.98 0.84 0.99 0.93 0.98 0.93 0.98 0.95 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 1870 1870 1796 1870 1870 1796 1870 1945 1796 1870 1945 1796 Adj Flow Rate, veh/h 73 775 147 34 348 59 90 79 25 67 73 8 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 222222222222 Cap, veh/h 747 1858 352 517 1942 325 344 278 88 324 343 38 Arrive On Green 1.00 1.00 1.00 1.00 1.00 1.00 0.20 0.20 0.20 0.20 0.20 0.20 Sat Flow, veh/h 955 2879 546 599 3010 503 1295 1386 439 1270 1713 188 Grp Volume(v), veh/h 73 478 444 34 203 204 90 0 104 67 0 81 Grp Sat Flow(s),veh/h/ln 955 1777 1648 599 1777 1737 1295 0 1825 1270 0 1901 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 3.4 0.0 2.7 2.6 0.0 2.0 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 5.4 0.0 2.7 5.3 0.0 2.0 Prop In Lane 1.00 0.33 1.00 0.29 1.00 0.24 1.00 0.10 Lane Grp Cap(c), veh/h 747 1146 1063 517 1146 1120 344 0 365 324 0 381 V/C Ratio(X) 0.10 0.42 0.42 0.07 0.18 0.18 0.26 0.00 0.28 0.21 0.00 0.21 Avail Cap(c_a), veh/h 747 1146 1063 517 1146 1120 567 0 680 543 0 708 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.99 0.99 0.99 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 20.6 0.0 18.7 20.9 0.0 18.4 Incr Delay (d2), s/veh 0.3 1.1 1.2 0.2 0.3 0.4 0.4 0.0 0.4 0.3 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.4 0.4 0.0 0.1 0.1 1.0 0.0 1.1 0.8 0.0 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.3 1.1 1.2 0.2 0.3 0.4 21.0 0.0 19.1 21.2 0.0 18.6 LnGrp LOS AAAAAACABCAB Approach Vol, veh/h 995 441 194 148 Approach Delay, s/veh 1.1 0.3 20.0 19.8 Approach LOS AABB Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 15.5 39.5 15.5 39.5 Change Period (Y+Rc), s 5.5 5.0 5.5 5.0 Max Green Setting (Gmax), s 19.5 25.0 19.5 25.0 Max Q Clear Time (g_c+I1), s 7.3 2.0 7.4 2.0 Green Ext Time (p_c), s 0.3 4.0 0.5 1.6 Intersection Summary HCM 6th Ctrl Delay 4.5 HCM 6th LOS A 74 Timing Report, Sorted By Phase 2: City Park & Elizabeth Long Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 25 30 25 30 Maximum Split (%) 45.5% 54.5% 45.5% 54.5% Minimum Split (s) 22.5 22 24.5 22 Yellow Time (s) 3 3.5 3 3.5 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 12 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 18 43 18 43 End Time (s) 43 18 43 18 Yield/Force Off (s) 37.5 13 37.5 13 Yield/Force Off 170(s) 27.5 3 25.5 3 Local Start Time (s) 0 25 0 25 Local Yield (s) 19.5 50 19.5 50 Local Yield 170(s) 9.5 40 7.5 40 Intersection Summary Cycle Length 55 Control Type Actuated-Coordinated Natural Cycle 50 Offset: 18 (33%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 2: City Park & Elizabeth 75 HCM 6th TWSC 3: Shields & University Long Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 5 Intersection Int Delay, s/veh 4.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 110 90 1415 1350 40 Future Vol, veh/h 5 110 90 1415 1350 40 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 120 - - - 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 6 129 106 1665 1588 47 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2657 818 1635 0 - 0 Stage 1 1612 ----- Stage 2 1045 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 18 319 393 - - - Stage 1 149 ----- Stage 2 300 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 13 319 393 - - - Mov Cap-2 Maneuver 13 ----- Stage 1 109 ----- Stage 2 300 ----- Approach EB NB SB HCM Control Delay, s 94.6 1 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 393 - 158 - - HCM Lane V/C Ratio 0.269 - 0.856 - - HCM Control Delay (s) 17.5 - 94.6 - - HCM Lane LOS C - F - - HCM 95th %tile Q(veh) 1.1 - 5.8 - - 76 HCM 6th TWSC 4: City Park & University Long Total AM City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 10 Light Report Page 6 Intersection Int Delay, s/veh 5.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 10 115 65 30 100 55 Future Vol, veh/h 10 115 65 30 100 55 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 12 135 76 35 118 65 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 395 94 0 0 111 0 Stage 1 94 ----- Stage 2 301 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 610 963 - - 1479 - Stage 1 930 ----- Stage 2 751 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 559 963 - - 1479 - Mov Cap-2 Maneuver 559 ----- Stage 1 930 ----- Stage 2 689 ----- Approach WB NB SB HCM Control Delay, s 9.7 0 4.9 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 910 1479 - HCM Lane V/C Ratio - - 0.162 0.08 - HCM Control Delay (s) - - 9.7 7.6 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.6 0.3 - 77 APPENDIX H 78 SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES City Park Avenue Shields Street University Avenue Plum Street Elizabeth Street Laurel Street 79 Pedestrian LOS Worksheet Project Location Classification: Pedestrian Corridor Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Colorado State University to the east Institutional Minimum A A B A A 1 Actual A A A A A Proposed A A A A A Residential/Commercial to the north Residential/ Commercial Minimum A A B A A 2 Actual A A B A A Proposed A A B A A Residential/Commercial to the west Residential/ Commercial Minimum A A B A A 3 Actual A A A A A Proposed A A A A A Residential to the south Residentail Minimum A A B A A 4 Actual A A A A A Proposed A A A A A Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 80 SCALE: 1"=500' BICYCLE INFLUENCE AREA DELICH ASSOCIATES City Park Avenue Shields Street University Avenue Plum Street Elizabeth Street Laurel Street 81 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C A A Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification Colorado State 1 University to the east Institutional B B B Campus West to the 2 north Commercial B B B 3 4 82