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ZIEGLER - CORBETT ODP MAJOR AMENDMENT - MJA220004 - P&Z PACKET - TRAFFIC STUDY
DELICH ASSOCIATES procedure is a function of the number of approach lanes on each street. Ziegler Road has two through lanes in each direction. The Site Access, approaching Ziegler Road, will have a two lane approach. Since Hidden Pond Drive has a one lane approach, the eastbound left-turn and through movement will be combined in a single lane. Therefore, only this left- turn and through movement will be used for the peak hour signal warrant. Paddington Drive and Grand Teton Drive are analyzed as single-lane approaches. At the major street approach volumes (greater than 1,800 vehicles per hour in each peak hour), the signal warrant threshold volume is ≥100 vehicles per hour. Using the long range (2045) total peak hour traffic with no connection to the English Ranch neighborhood (Figure 1), the Ziegler/Hidden Pond-Site Access intersection will meet peak hour signal warrants during the weekday morning and afternoon peak hours. Using the long range (2045) total peak hour traffic with the English Ranch neighborhood connection (Figure 2), the Ziegler/Paddington-Grand Teton intersection will meet peak hour signal warrants during the weekday morning and afternoon peak hours. Peak hour signal warrants are provided in Appendix A. Table 1 shows the long range (2045) total morning and afternoon peak hour operation at the key intersections with no connection to the English Ranch neighborhood and a signal at Hidden Pond-Site Access. Calculation forms are provided in Appendix B. The intersections were evaluated using techniques provided in the Highway Capacity Manual, 6th Edition. A description of level of service for signalized and unsignalized intersections from the Highway Capacity Manual, 6th Edition and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix B. At signalized intersections, acceptable operation is considered to be at level of service D overall and level of service E for any approach leg or movement. Acceptable operation is considered to be at level of service D overall and level of service F for any approach leg at unsignalized intersections. The LOS E for the minor street movements/legs at the signalized intersections is primarily attributed to the long cycle length necessary at the Harmony/Ziegler intersection. That being said, the key intersections will meet the Fort Collins LOS criteria with no connection to the English Ranch neighborhood and a signal at Hidden Pond-Site Access. Table 2 shows the long range (2045) total morning and afternoon peak hour operation at the key intersections with the English Ranch neighborhood connection and a signal at Paddington-Grand Teton. Calculation forms are provided in Appendix C. The Ziegler/Council Tree-HP Access intersection is not shown since the operation of this intersection does not change under any of the scenarios. The key intersections will meet the Fort Collins LOS criteria with the English Ranch neighborhood connection and a signal at Paddington-Grand Teton. Table 3 shows the long range (2045) total morning and afternoon peak hour operation at the key intersections with no connection to the English Ranch neighborhood and no signal at Hidden Pond-Site Access or at Paddington-Grand Teton. Calculation forms are provided in Appendix D. The Ziegler/Council Tree-HP Access intersection is not shown since the operation of this intersection does not change under any of the DELICH ASSOCIATES scenarios. At the key intersections, the minor street approaches will meet the Fort Collins LOS criteria with no connection to the English Ranch neighborhood and no signal at Hidden Pond-Site Access or at Paddington-Grand Teton. It is concluded that a signal would be warranted at Hidden Pond-Site Access with no connection to the English Ranch neighborhood and a signal would be warranted at Paddington-Grand Teton with the English Ranch neighborhood connection. It is expected that the City will install a signal at one of these intersections. The determining element is the connection to the English Ranch neighborhood. The operation (LOS) at either intersection will be similar. The key intersections will meet the Fort Collins LOS criteria with a signal at either intersection as analyzed in this addendum. Do not hesitate to contact me if you have questions or desire additional information. LONG RANGE (2045) TOTAL PEAK HOUR TRAFFIC WITH NO CONNECTION TO THE ENGLISH RANCH NEIGHBORHOOD Figure 1 DELICH ASSOCIATES AM/PM Rounded to Nearest 5 Vehicles Paddington Grand Teton5/101550/18455/155/5 0/0 55/55 15/15 0/0 15/5 35/701515/177510/15Hidden Pond Council Tree 95/1051395/1690115/4040/220 20/35 85/300 HP Access Ziegler115/3101460/145055/155/135 10/50 5/6575/1201540/17805/5130/180 NOM 100/95 65/1101425/16755/55/5 NOM 5/5 Figure 2 DELICH ASSOCIATES Hidden Pond Paddington Grand Teton5/101535/18305/15105/110 0/0 55/55 15/15 0/0 30/20 35/701415/167010/1575/1201540/17805/530/75 NOM 100/95 65/1101425/16755/55/5 NOM 5/5 LONG RANGE (2045) TOTAL PEAK HOUR TRAFFIC WITH THE ENGLISH RANCH NEIGHBORHOOD CONNECTION AM/PM Rounded to Nearest 5 Vehicles Council Tree 95/1051395/1690115/4040/220 20/35 85/300 HP Access Ziegler115/3101460/145055/155/135 10/50 5/65 DELICH ASSOCIATES TABLE 1 Long Range (2045) Total Peak Hour Operation with No Connection to the English Ranch Neighborhood and a Signal at Hidden Pond-Site Access Intersection Movement Level of Service AM PM Ziegler/Council Tree-HP Access (signal) EB T E E EB T/RT E D EB APPROACH E E WB LT E E WB T E D WB RT E D WB APPROACH E D NB LT A D NB T A A NB RT A A NB APPROACH A A SB LT A B SB T A D SB RT A B SB APPROACH A C OVERALL A C Ziegler/Hidden Pond-Site Access (signal) EB LT/T E E EB RT E E EB APPROACH E E WB LT/T/RT E E NB LT A B NB T A A NB T/RT A A NB APPROACH A A SB LT A A SB T A B SB RT A A SB APPROACH A B OVERALL A B Ziegler/Paddington-Grand Teton (stop sign) EB LT/T/RT F F WB LT/T/RT F F NB LT C C SB LT B C OVERALL A A DELICH ASSOCIATES TABLE 2 Long Range (2045) Total Peak Hour Operation with the English Ranch Neighborhood Connection and a Signal at Paddington-Grand Teton Intersection Movement Level of Service AM PM Ziegler/Hidden Pond-Site Access (stop sign) EB T F F EB T/RT C C EB APPROACH E F WB LT/T/RT F F NB LT C C SB LT B B OVERALL A C Ziegler/Paddington-Grand Teton (signal) EB LT/T/RT E E WB LT/T/RT E E NB LT A B NB T A A NB T/RT A A NB APPROACH A A SB LT A A SB T A B SB RT A B SB APPROACH A B OVERALL A B TABLE 3 Long Range (2045) Total Peak Hour Operation with No Connection to the English Ranch Neighborhood and no Signal at Hidden Pond-Site Access or Paddington-Grand Teton Intersection Movement Level of Service AM PM Ziegler/Hidden Pond-Site Access (stop sign) EB T F F EB T/RT C C EB APPROACH F F WB LT/T/RT F F NB LT C C SB LT B B OVERALL D F Ziegler/Paddington-Grand Teton (stop sign) EB LT/T/RT F F WB LT/T/RT F F NB LT C C SB LT B C OVERALL A A APPENDIX A 400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB LT/T AM 130 VPHAM 3115 VPH PM 3695 VPHEB LT/T PM 180 VPHMINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH -VEHICLES PER HOUR (VPH)*Note: 150 vph applies as the lower threshold volume for a minor-streetapproach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.LONG RANGE (2045) TOTAL PEAK HOUR WARRANT AT ZIEGLER/HIDDEN POND-SITE ACCESS INTERSECTIONMUTCD, 2003 EDITION, PAGE 4C-7 400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB LT/T AM 130 VPHAM 3115 VPH PM 3695 VPHEB LT/T PM 180 VPH400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB LT/T AM 130 VPHAM 3115 VPH PM 3695 VPHEB LT/T PM 180 VPH400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB LT/T AM 130 VPHAM 3115 VPH PM 3695 VPHEB LT/T PM 180 VPH 400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB LT/T AM 105 VPHAM 3020 VPH PM 3625 VPHEB LT/T PM 110 VPHMINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH -VEHICLES PER HOUR (VPH)*Note: 150 vph applies as the lower threshold volume for a minor-streetapproach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.LONG RANGE (2045) TOTAL PEAK HOUR WARRANT AT ZIEGLER/PADDINGTON-GRAND TETON INTERSECTIONMUTCD, 2003 EDITION, PAGE 4C-7 400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB LT/T AM 105 VPHAM 3020 VPH PM 3625 VPHEB LT/T PM 110 VPH400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB LT/T AM 105 VPHAM 3020 VPH PM 3625 VPHEB LT/T PM 110 VPH400500600700800900100011001200130014001500160017001800100200300400500600*100*1502 OR MORE LANES & 1 LANE1 LANE & 1 LANE2 OR MORE LANES & 2 OR MORE LANESEB LT/T AM 105 VPHAM 3020 VPH PM 3625 VPHEB LT/T PM 110 VPH APPENDIX B HCM 6th Signalized Intersection Summary Long Total AM 179: Ziegler & Council Tree/Broadcom Signal at Hidden Pond Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 40 20 85 5 10 5 115 1460 55 115 1395 95 Future Volume (veh/h) 40 20 85 5 10 5 115 1460 55 115 1395 95 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.95 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870 Adj Flow Rate, veh/h 42 21 4 5 11 1 121 1537 42 121 1468 74 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 140 109 21 129 134 112 327 2825 1310 377 2823 1258 Arrive On Green 0.07 0.07 0.07 0.07 0.07 0.07 0.07 1.00 1.00 0.03 0.79 0.79 Sat Flow, veh/h 1386 1511 288 1371 1870 1565 1781 3554 1648 1853 3554 1584 Grp Volume(v), veh/h 42 0 25 5 11 1 121 1537 42 121 1468 74 Grp Sat Flow(s),veh/h/ln 1386 0 1799 1371 1870 1565 1781 1777 1648 1853 1777 1584 Q Serve(g_s), s 4.4 0.0 2.0 0.5 0.8 0.1 2.0 0.0 0.0 1.8 21.7 1.5 Cycle Q Clear(g_c), s 5.2 0.0 2.0 2.5 0.8 0.1 2.0 0.0 0.0 1.8 21.7 1.5 Prop In Lane 1.00 0.16 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 140 0 129 129 134 112 327 2825 1310 377 2823 1258 V/C Ratio(X) 0.30 0.00 0.19 0.04 0.08 0.01 0.37 0.54 0.03 0.32 0.52 0.06 Avail Cap(c_a), veh/h 327 0 372 313 387 323 409 2825 1310 439 2823 1258 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.27 0.27 0.27 0.75 0.75 0.75 Uniform Delay (d), s/veh 67.4 0.0 65.5 66.7 65.0 64.6 4.6 0.0 0.0 2.4 5.4 3.3 Incr Delay (d2), s/veh 1.2 0.0 0.7 0.1 0.3 0.0 0.2 0.2 0.0 0.4 0.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 0.0 0.9 0.2 0.4 0.0 0.5 0.1 0.0 0.5 6.8 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 68.6 0.0 66.2 66.8 65.2 64.7 4.8 0.2 0.0 2.8 5.9 3.4 LnGrp LOS EAEEEEAAAAAA Approach Vol, veh/h 67 17 1700 1663 Approach Delay, s/veh 67.7 65.7 0.5 5.6 Approach LOS EEAA Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.1 125.1 15.8 9.0 125.2 15.8 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 11.0 91.0 30.0 9.0 93.0 30.0 Max Q Clear Time (g_c+I1), s 4.0 23.7 7.2 3.8 2.0 4.5 Green Ext Time (p_c), s 0.1 17.1 0.2 0.1 19.1 0.0 Intersection Summary HCM 6th Ctrl Delay 4.6 HCM 6th LOS A Timing Report, Sorted By Phase Long Total AM 179: Ziegler & Council Tree/Broadcom Signal at Hidden Pond Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt am.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 16 98 36 14 100 36 Maximum Split (%) 10.7% 65.3% 24.0% 9.3% 66.7% 24.0% Minimum Split (s) 11 30 35 11 32 35 Yellow Time (s) 5 4.5 3 5 4.5 3 All-Red Time (s) 0 2.5 3 0 2.5 3 Minimum Initial (s)474474 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 16 22 18 22 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 46 62 10 46 60 10 End Time (s) 62 10 46 60 10 46 Yield/Force Off (s) 57 3 40 55 3 40 Yield/Force Off 170(s) 57 137 18 55 135 18 Local Start Time (s) 43 59 7 43 57 7 Local Yield (s) 54 0 37 52 0 37 Local Yield 170(s) 54 134 15 52 132 15 Intersection Summary Cycle Length 150 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 3 (2%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 179: Ziegler & Council Tree/Broadcom Queues Long Total AM 179: Ziegler & Council Tree/Broadcom Signal at Hidden Pond Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt am.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 42 110 5 11 5 121 1537 58 121 1468 100 v/c Ratio 0.33 0.48 0.06 0.06 0.02 0.40 0.60 0.05 0.38 0.57 0.08 Control Delay 66.9 23.3 57.4 57.3 0.2 6.8 9.7 2.4 8.8 17.2 6.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.9 23.3 57.4 57.3 0.2 6.8 9.7 2.4 8.8 17.2 6.1 Queue Length 50th (ft) 40 20 5 10 0 6 225 0 20 360 7 Queue Length 95th (ft) 72 73 17 27 0 m34 m531 m3 104 680 m59 Internal Link Dist (ft) 846 1057 1077 4040 Turn Bay Length (ft) 150 40 420 340 400 400 Base Capacity (vph) 288 401 183 385 378 344 2577 1247 348 2569 1197 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.15 0.27 0.03 0.03 0.01 0.35 0.60 0.05 0.35 0.57 0.08 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Total PM 179: Ziegler & Council Tree/Broadcom Signal at Hidden Pond Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 220 35 300 65 50 135 310 1450 15 40 1690 105 Future Volume (veh/h) 220 35 300 65 50 135 310 1450 15 40 1690 105 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1796 1870 1870 1870 1870 1870 1945 1945 1870 1870 Adj Flow Rate, veh/h 224 36 152 66 51 48 316 1480 1 41 1724 58 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %222222222222 Cap, veh/h 295 65 276 177 399 337 338 2338 1084 301 1918 855 Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.21 0.29 1.00 1.00 0.03 0.54 0.54 Sat Flow, veh/h 1292 306 1291 1193 1870 1578 1781 3554 1648 1853 3554 1584 Grp Volume(v), veh/h 224 0 188 66 51 48 316 1480 1 41 1724 58 Grp Sat Flow(s),veh/h/ln 1292 0 1597 1193 1870 1578 1781 1777 1648 1853 1777 1584 Q Serve(g_s), s 25.4 0.0 15.7 7.8 3.3 3.7 19.2 0.0 0.0 1.5 65.0 2.6 Cycle Q Clear(g_c), s 28.8 0.0 15.7 23.6 3.3 3.7 19.2 0.0 0.0 1.5 65.0 2.6 Prop In Lane 1.00 0.81 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 295 0 341 177 399 337 338 2338 1084 301 1918 855 V/C Ratio(X) 0.76 0.00 0.55 0.37 0.13 0.14 0.94 0.63 0.00 0.14 0.90 0.07 Avail Cap(c_a), veh/h 304 0 351 185 411 347 338 2338 1084 335 1918 855 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 0.58 0.58 0.58 Uniform Delay (d), s/veh 59.3 0.0 52.6 63.1 47.7 47.8 38.1 0.0 0.0 14.3 30.8 16.5 Incr Delay (d2), s/veh 10.3 0.0 1.7 1.3 0.1 0.2 5.3 0.1 0.0 0.1 4.4 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 9.3 0.0 6.6 2.5 1.6 1.5 9.9 0.0 0.0 0.6 27.7 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 69.6 0.0 54.3 64.4 47.8 48.0 43.4 0.1 0.0 14.4 35.3 16.6 LnGrp LOS E A D E D D D A A B D B Approach Vol, veh/h 412 165 1797 1823 Approach Delay, s/veh 62.6 54.5 7.7 34.2 Approach LOS E D A C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 26.0 87.0 37.0 8.3 104.7 37.0 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 21.0 79.0 32.0 6.0 94.0 32.0 Max Q Clear Time (g_c+I1), s 21.2 67.0 30.8 3.5 2.0 25.6 Green Ext Time (p_c), s 0.0 8.8 0.3 0.0 17.3 0.3 Intersection Summary HCM 6th Ctrl Delay 26.5 HCM 6th LOS C Timing Report, Sorted By Phase Long Total PM 179: Ziegler & Council Tree/Broadcom Signal at Hidden Pond Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt pm.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 26 86 38 11 101 38 Maximum Split (%) 17.3% 57.3% 25.3% 7.3% 67.3% 25.3% Minimum Split (s) 11 30 35 11 32 35 Yellow Time (s) 5 4.5 3 5 4.5 3 All-Red Time (s) 0 2.5 3 0 2.5 3 Minimum Initial (s)474474 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 16 22 18 22 Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 37 63 149 37 48 149 End Time (s) 63 149 37 48 149 37 Yield/Force Off (s) 58 142 31 43 142 31 Yield/Force Off 170(s) 58 126 9 43 124 9 Local Start Time (s) 45 71 7 45 56 7 Local Yield (s) 66 0 39 51 0 39 Local Yield 170(s) 66 134 17 51 132 17 Intersection Summary Cycle Length 150 Control Type Actuated-Coordinated Natural Cycle 120 Offset: 142 (95%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 179: Ziegler & Council Tree/Broadcom Queues Long Total PM 179: Ziegler & Council Tree/Broadcom Signal at Hidden Pond Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt pm.syn Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 224 342 66 51 138 316 1480 15 41 1724 107 v/c Ratio 0.77 0.70 1.02 0.13 0.32 0.99 0.66 0.01 0.16 0.95 0.12 Control Delay 73.6 31.0 174.7 48.1 14.4 67.9 20.2 0.2 14.7 63.1 14.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 73.6 31.0 174.7 48.1 14.4 67.9 20.2 0.2 14.7 63.1 14.8 Queue Length 50th (ft) 207 136 65 40 20 ~273 491 0 20 853 34 Queue Length 95th (ft) #330 255 #172 80 81 m#300 m537 m0 m23 #1012 m61 Internal Link Dist (ft) 846 1057 1077 4040 Turn Bay Length (ft) 150 40 420 340 400 400 Base Capacity (vph) 296 497 66 409 436 318 2231 1087 252 1824 880 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.76 0.69 1.00 0.12 0.32 0.99 0.66 0.01 0.16 0.95 0.12 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Total AM 8: Ziegler & Hidden Pond Signal at Hidden Pond Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 130 0 100 5 0 5 65 1425 5 5 1540 75 Future Volume (veh/h) 130 0 100 5 0 5 65 1425 5 5 1540 75 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 137 0 17 5 0 1 68 1500 5 5 1621 56 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 216 0 174 73 4 7 269 2829 9 333 2696 1202 Arrive On Green 0.11 0.00 0.11 0.11 0.00 0.11 0.06 1.00 1.00 0.01 0.76 0.76 Sat Flow, veh/h 1530 0 1585 260 37 59 1781 3633 12 1781 3554 1585 Grp Volume(v), veh/h 137 0 17 6 0 0 68 734 771 5 1621 56 Grp Sat Flow(s),veh/h/ln 1530 0 1585 357 0 0 1781 1777 1868 1781 1777 1585 Q Serve(g_s), s 0.0 0.0 1.4 0.1 0.0 0.0 1.2 0.0 0.0 0.1 30.4 1.3 Cycle Q Clear(g_c), s 12.8 0.0 1.4 13.0 0.0 0.0 1.2 0.0 0.0 0.1 30.4 1.3 Prop In Lane 1.00 1.00 0.83 0.17 1.00 0.01 1.00 1.00 Lane Grp Cap(c), veh/h 216 0 174 83 0 0 269 1383 1455 333 2696 1202 V/C Ratio(X) 0.63 0.00 0.10 0.07 0.00 0.00 0.25 0.53 0.53 0.02 0.60 0.05 Avail Cap(c_a), veh/h 363 0 338 231 0 0 295 1383 1455 395 2696 1202 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 0.78 0.78 0.78 1.00 1.00 1.00 Uniform Delay (d), s/veh 65.2 0.0 60.1 61.2 0.0 0.0 7.2 0.0 0.0 4.0 8.0 4.5 Incr Delay (d2), s/veh 3.1 0.0 0.2 0.4 0.0 0.0 0.4 1.1 1.1 0.0 1.0 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 5.3 0.0 0.6 0.2 0.0 0.0 0.5 0.4 0.4 0.0 10.4 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 68.2 0.0 60.3 61.6 0.0 0.0 7.6 1.1 1.1 4.0 9.0 4.6 LnGrp LOS EAEEAAAAAAAA Approach Vol, veh/h 154 6 1573 1682 Approach Delay, s/veh 67.4 61.6 1.4 8.9 Approach LOS EEAA Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.8 119.8 21.5 5.8 122.8 21.5 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 6.0 95.0 31.0 6.0 95.0 31.0 Max Q Clear Time (g_c+I1), s 3.2 32.4 14.8 2.1 2.0 15.0 Green Ext Time (p_c), s 0.0 20.3 0.6 0.0 15.8 0.0 Intersection Summary HCM 6th Ctrl Delay 8.2 HCM 6th LOS A Timing Report, Sorted By Phase Long Total AM 8: Ziegler & Hidden Pond Signal at Hidden Pond Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt am.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 102 37 11 102 37 Maximum Split (%) 7.3% 68.0% 24.7% 7.3% 68.0% 24.7% Minimum Split (s) 11 30 35 11 32 35 Yellow Time (s) 5 4.5 3 5 4.5 3 All-Red Time (s) 0 2.5 3 0 2.5 3 Minimum Initial (s)474474 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 56 67 19 56 67 19 End Time (s) 67 19 56 67 19 56 Yield/Force Off (s) 62 12 50 62 12 50 Yield/Force Off 170(s) 62 12 50 62 12 50 Local Start Time (s) 44 55 7 44 55 7 Local Yield (s) 50 0 38 50 0 38 Local Yield 170(s) 50 0 38 50 0 38 Intersection Summary Cycle Length 150 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 12 (8%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 8: Ziegler & Hidden Pond Queues Long Total AM 8: Ziegler & Hidden Pond Signal at Hidden Pond Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt am.syn Lane Group EBT EBR WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 137 105 10 68 1505 5 1621 79 v/c Ratio 0.70 0.34 0.04 0.29 0.55 0.02 0.63 0.07 Control Delay 79.6 14.2 0.3 7.8 6.4 4.4 13.5 1.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 79.6 14.2 0.3 7.8 6.4 4.4 13.5 1.9 Queue Length 50th (ft) 130 6 0 11 150 1 411 0 Queue Length 95th (ft) 196 59 0 m18 143 5 594 19 Internal Link Dist (ft) 298 310 1078 330 Turn Bay Length (ft) 150 300 100 300 Base Capacity (vph) 298 414 375 235 2733 273 2557 1165 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.46 0.25 0.03 0.29 0.55 0.02 0.63 0.07 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Total PM 8: Ziegler & Hidden Pond Signal at Hidden Pond Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 180 0 95 5 0 5 110 1675 5 5 1780 120 Future Volume (veh/h) 180 0 95 5 0 5 110 1675 5 5 1780 120 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 184 0 25 5 0 1 112 1709 5 5 1816 86 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %222222222222 Cap, veh/h 263 0 222 73 4 7 216 2720 8 275 2572 1147 Arrive On Green 0.14 0.00 0.14 0.14 0.00 0.14 0.07 1.00 1.00 0.01 0.72 0.72 Sat Flow, veh/h 1534 0 1585 210 29 48 1781 3635 11 1781 3554 1585 Grp Volume(v), veh/h 184 0 25 6 0 0 112 835 879 5 1816 86 Grp Sat Flow(s),veh/h/ln 1534 0 1585 286 0 0 1781 1777 1868 1781 1777 1585 Q Serve(g_s), s 0.0 0.0 2.1 0.1 0.0 0.0 2.4 0.0 0.0 0.1 43.3 2.4 Cycle Q Clear(g_c), s 17.3 0.0 2.1 17.4 0.0 0.0 2.4 0.0 0.0 0.1 43.3 2.4 Prop In Lane 1.00 1.00 0.83 0.17 1.00 0.01 1.00 1.00 Lane Grp Cap(c), veh/h 263 0 222 84 0 0 216 1330 1398 275 2572 1147 V/C Ratio(X) 0.70 0.00 0.11 0.07 0.00 0.00 0.52 0.63 0.63 0.02 0.71 0.07 Avail Cap(c_a), veh/h 357 0 328 178 0 0 294 1330 1398 337 2572 1147 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 0.71 0.71 0.71 1.00 1.00 1.00 Uniform Delay (d), s/veh 62.9 0.0 56.4 57.5 0.0 0.0 16.0 0.0 0.0 5.3 11.7 6.1 Incr Delay (d2), s/veh 3.7 0.0 0.2 0.4 0.0 0.0 1.4 1.6 1.5 0.0 1.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.1 0.0 0.8 0.2 0.0 0.0 1.9 0.6 0.6 0.0 15.8 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 66.6 0.0 56.6 57.9 0.0 0.0 17.3 1.6 1.5 5.3 13.4 6.2 LnGrp LOS EAEEAABAAABA Approach Vol, veh/h 209 6 1826 1907 Approach Delay, s/veh 65.4 57.9 2.5 13.0 Approach LOS EEAB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.5 114.5 26.0 5.8 118.2 26.0 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 11.0 91.0 30.0 6.0 96.0 30.0 Max Q Clear Time (g_c+I1), s 4.4 45.3 19.3 2.1 2.0 19.4 Green Ext Time (p_c), s 0.1 22.7 0.7 0.0 21.6 0.0 Intersection Summary HCM 6th Ctrl Delay 11.0 HCM 6th LOS B Timing Report, Sorted By Phase Long Total PM 8: Ziegler & Hidden Pond Signal at Hidden Pond Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt pm.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 16 98 36 11 103 36 Maximum Split (%) 10.7% 65.3% 24.0% 7.3% 68.7% 24.0% Minimum Split (s) 11 30 35 11 32 35 Yellow Time (s) 5 4.5 3 5 4.5 3 All-Red Time (s) 0 2.5 3 0 2.5 3 Minimum Initial (s)474474 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 55 71 19 55 66 19 End Time (s) 71 19 55 66 19 55 Yield/Force Off (s) 66 12 49 61 12 49 Yield/Force Off 170(s) 66 12 49 61 12 49 Local Start Time (s) 43 59 7 43 54 7 Local Yield (s) 54 0 37 49 0 37 Local Yield 170(s) 54 0 37 49 0 37 Intersection Summary Cycle Length 150 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 12 (8%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 8: Ziegler & Hidden Pond Queues Long Total PM 8: Ziegler & Hidden Pond Signal at Hidden Pond Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt pm.syn Lane Group EBT EBR WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 184 97 10 112 1714 5 1816 122 v/c Ratio 0.79 0.29 0.03 0.56 0.65 0.02 0.78 0.11 Control Delay 82.2 14.5 0.2 42.1 6.6 5.6 21.9 3.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 82.2 14.5 0.2 42.1 6.6 5.6 21.9 3.1 Queue Length 50th (ft) 174 9 0 42 143 1 631 6 Queue Length 95th (ft) 255 59 0 m101 591 5 820 33 Internal Link Dist (ft) 298 310 1078 330 Turn Bay Length (ft) 150 300 100 300 Base Capacity (vph) 289 395 365 219 2635 208 2341 1082 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.64 0.25 0.03 0.51 0.65 0.02 0.78 0.11 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC Long Total AM 5: Ziegler & Paddington/Grand Teton Signal at Hidden Pond Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 7.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 55 15 0 15 35 1515 10 5 1550 5 Future Vol, veh/h 5 0 55 15 0 15 35 1515 10 5 1550 5 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------200--200-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 0 58 16 0 16 37 1595 11 5 1632 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2517 3325 819 2501 3322 803 1637 0 0 1606 0 0 Stage 1 1645 1645 - 1675 1675 ------- Stage 2 872 1680 - 826 1647 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 14 8 319 ~ 15 8 326 392 - - 403 - - Stage 1 104 156 - 99 150 ------- Stage 2 312 150 - 332 155 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 12 7 319 ~ 11 7 326 392 - - 403 - - Mov Cap-2 Maneuver 12 7 - ~ 11 7 ------- Stage 1 94 154 - 90 136 ------- Stage 2 269 136 - 268 153 ------- Approach EB WB NB SB HCM Control Delay, s 85.7 $ 648.7 0.3 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 392 - - 102 21 403 - - HCM Lane V/C Ratio 0.094 - - 0.619 1.504 0.013 - - HCM Control Delay (s) 15.1 - - 85.7$ 648.7 14.1 - - HCM Lane LOS C - - F F B - - HCM 95th %tile Q(veh) 0.3 - - 3 4.2 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total PM 5: Ziegler & Paddington/Grand Teton Signal at Hidden Pond Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt pm.syn Intersection Int Delay, s/veh 9.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 55 5 0 15 70 1775 15 15 1845 10 Future Vol, veh/h 5 0 55 5 0 15 70 1775 15 15 1845 10 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------200--200-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 0 56 5 0 15 71 1811 15 15 1883 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2966 3886 947 2933 3884 913 1893 0 0 1826 0 0 Stage 1 1918 1918 - 1961 1961 ------- Stage 2 1048 1968 - 972 1923 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 6 3 262 7 3 276 312 - - 331 - - Stage 1 69 114 - 65 108 ------- Stage 2 244 107 - 271 113 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 5 2 262 ~ 4 2 276 312 - - 331 - - Mov Cap-2 Maneuver ~ 5 2 - ~ 4 2 ------- Stage 1 53 109 - 50 83 ------- Stage 2 178 83 - 203 108 ------- Approach EB WB NB SB HCM Control Delay, s $ 333 $ 717.9 0.8 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 312 - - 50 15 331 - - HCM Lane V/C Ratio 0.229 - - 1.224 1.361 0.046 - - HCM Control Delay (s) 19.9 - - $ 333$ 717.9 16.4 - - HCM Lane LOS C - - F F C - - HCM 95th %tile Q(veh) 0.9 - - 5.5 3.1 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Table 4-2 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach Leg Any Movement Signalized D1 E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS APPENDIX C HCM 6th Signalized Intersection Summary Long Total AM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt am paddington.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 105 0 55 30 0 15 35 1415 10 5 1535 5 Future Volume (veh/h) 105 0 55 30 0 15 35 1415 10 5 1535 5 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 111 0 1 32 0 1 37 1489 11 5 1616 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 188 0 1 204 1 5 283 2866 21 341 2822 9 Arrive On Green 0.10 0.00 0.10 0.10 0.00 0.10 0.06 1.00 1.00 0.01 0.78 0.78 Sat Flow, veh/h 1469 0 13 1638 8 51 1781 3616 27 1781 3634 11 Grp Volume(v), veh/h 112 0 0 33 0 0 37 731 769 5 790 831 Grp Sat Flow(s),veh/h/ln 1482 0 0 1697 0 0 1781 1777 1866 1781 1777 1868 Q Serve(g_s), s 8.4 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.1 26.8 26.8 Cycle Q Clear(g_c), s 10.9 0.0 0.0 2.6 0.0 0.0 0.6 0.0 0.0 0.1 26.8 26.8 Prop In Lane 0.99 0.01 0.97 0.03 1.00 0.01 1.00 0.01 Lane Grp Cap(c), veh/h 190 0 0 210 0 0 283 1408 1479 341 1380 1451 V/C Ratio(X) 0.59 0.00 0.00 0.16 0.00 0.00 0.13 0.52 0.52 0.01 0.57 0.57 Avail Cap(c_a), veh/h 356 0 0 377 0 0 317 1408 1479 403 1380 1451 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 66.0 0.0 0.0 62.5 0.0 0.0 5.5 0.0 0.0 3.4 6.7 6.7 Incr Delay (d2), s/veh 2.9 0.0 0.0 0.3 0.0 0.0 0.2 1.4 1.3 0.0 1.7 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 0.0 0.0 1.2 0.0 0.0 0.2 0.5 0.5 0.0 9.2 9.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 68.9 0.0 0.0 62.8 0.0 0.0 5.7 1.4 1.3 3.4 8.5 8.4 LnGrp LOS EAAEAAAAAAAA Approach Vol, veh/h 112 33 1537 1626 Approach Delay, s/veh 68.9 62.8 1.4 8.4 Approach LOS EEAA Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.1 122.5 19.4 5.8 124.9 19.4 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 6.0 95.0 31.0 6.0 95.0 31.0 Max Q Clear Time (g_c+I1), s 2.6 28.8 12.9 2.1 2.0 4.6 Green Ext Time (p_c), s 0.0 18.1 0.5 0.0 15.7 0.1 Intersection Summary HCM 6th Ctrl Delay 7.8 HCM 6th LOS A Timing Report, Sorted By Phase Long Total AM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt am paddington.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 11 102 37 11 102 37 Maximum Split (%) 7.3% 68.0% 24.7% 7.3% 68.0% 24.7% Minimum Split (s) 11 30 35 11 32 35 Yellow Time (s) 5 4.5 3 5 4.5 3 All-Red Time (s) 0 2.5 3 0 2.5 3 Minimum Initial (s)474474 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 37 48 0 37 48 0 End Time (s) 48 0 37 48 0 37 Yield/Force Off (s) 43 143 31 43 143 31 Yield/Force Off 170(s) 43 143 31 43 143 31 Local Start Time (s) 37 48 0 37 48 0 Local Yield (s) 43 143 31 43 143 31 Local Yield 170(s) 43 143 31 43 143 31 Intersection Summary Cycle Length 150 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 5: Ziegler & Paddington/Grand Teton Queues Long Total AM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt am paddington.syn Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 169 48 37 1500 5 1621 v/c Ratio 0.74 0.22 0.15 0.54 0.02 0.61 Control Delay 57.6 8.4 5.7 10.1 4.0 11.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 57.6 8.4 5.7 10.1 4.0 11.6 Queue Length 50th (ft) 100 0 9 361 1 372 Queue Length 95th (ft) 176 24 m21 345 4 557 Internal Link Dist (ft) 307 269 330 2371 Turn Bay Length (ft) 200 200 Base Capacity (vph) 353 335 241 2802 286 2642 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.48 0.14 0.15 0.54 0.02 0.61 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary Long Total PM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt pm paddington.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 110 0 55 20 0 15 70 1670 15 15 1830 10 Future Volume (veh/h) 110 0 55 20 0 15 70 1670 15 15 1830 10 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 112 0 1 20 0 1 71 1704 15 15 1867 10 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %222222222222 Cap, veh/h 189 0 1 204 1 8 233 2827 25 249 2792 15 Arrive On Green 0.10 0.00 0.10 0.10 0.00 0.10 0.03 0.78 0.78 0.02 0.77 0.77 Sat Flow, veh/h 1445 0 13 1609 12 81 1781 3610 32 1781 3624 19 Grp Volume(v), veh/h 113 0 0 21 0 0 71 838 881 15 915 962 Grp Sat Flow(s),veh/h/ln 1458 0 0 1702 0 0 1781 1777 1865 1781 1777 1867 Q Serve(g_s), s 9.7 0.0 0.0 0.0 0.0 0.0 1.2 29.0 29.1 0.3 36.5 36.7 Cycle Q Clear(g_c), s 11.3 0.0 0.0 1.6 0.0 0.0 1.2 29.0 29.1 0.3 36.5 36.7 Prop In Lane 0.99 0.01 0.95 0.05 1.00 0.02 1.00 0.01 Lane Grp Cap(c), veh/h 190 0 0 213 0 0 233 1392 1460 249 1369 1438 V/C Ratio(X) 0.59 0.00 0.00 0.10 0.00 0.00 0.31 0.60 0.60 0.06 0.67 0.67 Avail Cap(c_a), veh/h 335 0 0 359 0 0 283 1392 1460 298 1369 1438 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 66.0 0.0 0.0 61.8 0.0 0.0 9.4 6.7 6.7 6.0 8.2 8.2 Incr Delay (d2), s/veh 2.9 0.0 0.0 0.2 0.0 0.0 0.7 1.9 1.9 0.1 2.6 2.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 0.0 0.0 0.7 0.0 0.0 0.7 9.8 10.3 0.1 12.8 13.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 68.9 0.0 0.0 62.0 0.0 0.0 10.1 8.6 8.5 6.1 10.8 10.7 LnGrp LOS EAAEAABAAABB Approach Vol, veh/h 113 21 1790 1892 Approach Delay, s/veh 68.9 62.0 8.6 10.7 Approach LOS EEAB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.8 121.5 19.7 6.9 123.5 19.7 Change Period (Y+Rc), s 5.0 7.0 6.0 5.0 7.0 6.0 Max Green Setting (Gmax), s 8.0 95.0 29.0 6.0 97.0 29.0 Max Q Clear Time (g_c+I1), s 3.2 38.7 13.3 2.3 31.1 3.6 Green Ext Time (p_c), s 0.0 24.2 0.4 0.0 20.7 0.1 Intersection Summary HCM 6th Ctrl Delay 11.7 HCM 6th LOS B Timing Report, Sorted By Phase Long Total PM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt pm paddington.syn Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 13 102 35 11 104 35 Maximum Split (%) 8.7% 68.0% 23.3% 7.3% 69.3% 23.3% Minimum Split (s) 11 30 35 11 32 35 Yellow Time (s) 5 4.5 3 5 4.5 3 All-Red Time (s) 0 2.5 3 0 2.5 3 Minimum Initial (s)474474 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 35 48 0 35 46 0 End Time (s) 48 0 35 46 0 35 Yield/Force Off (s) 43 143 29 41 143 29 Yield/Force Off 170(s) 43 143 29 41 143 29 Local Start Time (s) 35 48 0 35 46 0 Local Yield (s) 43 143 29 41 143 29 Local Yield 170(s) 43 143 29 41 143 29 Intersection Summary Cycle Length 150 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 5: Ziegler & Paddington/Grand Teton Queues Long Total PM 5: Ziegler & Paddington/Grand Teton Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt pm paddington.syn Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 168 35 71 1719 15 1877 v/c Ratio 0.74 0.16 0.36 0.62 0.07 0.73 Control Delay 56.5 3.5 8.9 17.9 4.3 15.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.5 3.5 8.9 17.9 4.3 15.9 Queue Length 50th (ft) 99 0 15 611 2 506 Queue Length 95th (ft) 173 8 m31 838 9 807 Internal Link Dist (ft) 307 269 330 2371 Turn Bay Length (ft) 200 200 Base Capacity (vph) 340 334 208 2751 228 2559 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.49 0.10 0.34 0.62 0.07 0.73 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC Long Total AM 8: Ziegler & Hidden Pond Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt am paddington.syn Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 0 100 5 0 5 65 1425 5 5 1540 75 Future Vol, veh/h 30 0 100 5 0 5 65 1425 5 5 1540 75 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 32 0 105 5 0 5 68 1500 5 5 1621 79 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2517 3272 811 2460 3349 753 1700 0 0 1505 0 0 Stage 1 1631 1631 - 1639 1639 ------- Stage 2 886 1641 - 821 1710 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 14 9 322 16 8 352 371 - - 441 - - Stage 1 106 158 - 105 157 ------- Stage 2 306 156 - 335 144 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 12 7 322 9 6 352 371 - - 441 - - Mov Cap-2 Maneuver 63 66 - 9 6 ------- Stage 1 87 156 - 86 128 ------- Stage 2 246 127 - 223 142 ------- Approach EB WB NB SB HCM Control Delay, s 41.8 $ 359.3 0.7 0 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 371 - - 63 322 18 441 - - HCM Lane V/C Ratio 0.184 - - 0.501 0.327 0.585 0.012 - - HCM Control Delay (s) 16.9 - - 109.6 21.5$ 359.3 13.3 - - HCM Lane LOS C - - F C F B - - HCM 95th %tile Q(veh) 0.7 - - 2 1.4 1.6 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total PM 8: Ziegler & Hidden Pond Signal at Paddington-Grand Teton Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt pm paddington.syn Intersection Int Delay, s/veh 19.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 75 0 95 5 0 5 110 1675 5 5 1780 120 Future Vol, veh/h 75 0 95 5 0 5 110 1675 5 5 1780 120 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 2 22222222222 Mvmt Flow 77 0 97 5 0 5 112 1709 5 5 1816 122 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2905 3764 908 2854 3884 857 1938 0 0 1714 0 0 Stage 1 1826 1826 - 1936 1936 ------- Stage 2 1079 1938 - 918 1948 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 7 4 278 8 3 301 299 - - 366 - - Stage 1 80 126 - 68 111 ------- Stage 2 233 111 - 292 110 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 5 2 278 ~ 4 2 301 299 - - 366 - - Mov Cap-2 Maneuver ~ 35 39 - ~ 4 2 ------- Stage 1 ~ 50 124 - 43 69 ------- Stage 2 143 69 - 188 108 ------- Approach EB WB NB SB HCM Control Delay, s$ 362.4 $ 1029 1.5 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 299 - - 35 278 8 366 - - HCM Lane V/C Ratio 0.375 - - 2.187 0.349 1.276 0.014 - - HCM Control Delay (s) 24.1 - -$ 790.2 24.7$ 1029 15 - - HCM Lane LOS C - - F C F B - - HCM 95th %tile Q(veh) 1.7 - - 8.5 1.5 2.1 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX D HCM 6th TWSC Long Total AM 8: Ziegler & Hidden Pond No Signal Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt am no signal.syn Intersection Int Delay, s/veh 28.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 130 0 100 5 0 5 65 1425 5 5 1540 75 Future Vol, veh/h 130 0 100 5 0 5 65 1425 5 5 1540 75 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 137 0 105 5 0 5 68 1500 5 5 1621 79 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2517 3272 811 2460 3349 753 1700 0 0 1505 0 0 Stage 1 1631 1631 - 1639 1639 ------- Stage 2 886 1641 - 821 1710 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 14 9 322 16 8 352 371 - - 441 - - Stage 1 ~ 106 158 - 105 157 ------- Stage 2 306 156 - 335 144 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 12 7 322 9 6 352 371 - - 441 - - Mov Cap-2 Maneuver ~ 63 66 - 9 6 ------- Stage 1 ~ 87 156 - 86 128 ------- Stage 2 246 127 - 223 142 ------- Approach EB WB NB SB HCM Control Delay, s$ 393.7 $ 359.3 0.7 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 371 - - 63 322 18 441 - - HCM Lane V/C Ratio 0.184 - - 2.172 0.327 0.585 0.012 - - HCM Control Delay (s) 16.9 - - $ 680 21.5$ 359.3 13.3 - - HCM Lane LOS C - - F C F B - - HCM 95th %tile Q(veh) 0.7 - - 13.1 1.4 1.6 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total PM 8: Ziegler & Hidden Pond No Signal Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt pm no signal.syn Intersection Int Delay, s/veh 100.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 180 0 95 5 0 5 110 1675 5 5 1780 120 Future Vol, veh/h 180 0 95 5 0 5 110 1675 5 5 1780 120 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 150 - - - 300 - - 100 - 300 Veh in Median Storage, # - 1 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 2 22222222222 Mvmt Flow 184 0 97 5 0 5 112 1709 5 5 1816 122 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2905 3764 908 2854 3884 857 1938 0 0 1714 0 0 Stage 1 1826 1826 - 1936 1936 ------- Stage 2 1079 1938 - 918 1948 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 7 4 278 8 3 301 299 - - 366 - - Stage 1 ~ 80 126 - 68 111 ------- Stage 2 233 111 - 292 110 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 5 2 278 ~ 4 2 301 299 - - 366 - - Mov Cap-2 Maneuver ~ 35 39 - ~ 4 2 ------- Stage 1 ~ 50 124 - 43 69 ------- Stage 2 ~ 143 69 - 188 108 ------- Approach EB WB NB SB HCM Control Delay, s$ 1408.6 $ 1029 1.5 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 299 - - 35 278 8 366 - - HCM Lane V/C Ratio 0.375 - - 5.248 0.349 1.276 0.014 - - HCM Control Delay (s) 24.1 - -$ 2139 24.7$ 1029 15 - - HCM Lane LOS C - - F C F B - - HCM 95th %tile Q(veh) 1.7 - - 21.8 1.5 2.1 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total AM 5: Ziegler & Paddington/Grand Teton No Signal Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt am no signal.syn Intersection Int Delay, s/veh 7.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 55 15 0 15 35 1515 10 5 1550 5 Future Vol, veh/h 5 0 55 15 0 15 35 1515 10 5 1550 5 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------200--200-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 0 58 16 0 16 37 1595 11 5 1632 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2517 3325 819 2501 3322 803 1637 0 0 1606 0 0 Stage 1 1645 1645 - 1675 1675 ------- Stage 2 872 1680 - 826 1647 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 14 8 319 ~ 15 8 326 392 - - 403 - - Stage 1 104 156 - 99 150 ------- Stage 2 312 150 - 332 155 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 12 7 319 ~ 11 7 326 392 - - 403 - - Mov Cap-2 Maneuver 12 7 - ~ 11 7 ------- Stage 1 94 154 - 90 136 ------- Stage 2 269 136 - 268 153 ------- Approach EB WB NB SB HCM Control Delay, s 85.7 $ 648.7 0.3 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 392 - - 102 21 403 - - HCM Lane V/C Ratio 0.094 - - 0.619 1.504 0.013 - - HCM Control Delay (s) 15.1 - - 85.7$ 648.7 14.1 - - HCM Lane LOS C - - F F B - - HCM 95th %tile Q(veh) 0.3 - - 3 4.2 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Long Total PM 5: Ziegler & Paddington/Grand Teton No Signal Scenario 1 City of Fort Collins Signal Timing 08/30/2023 Synchro 11 Light Report lt pm no signal.syn Intersection Int Delay, s/veh 9.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 55 5 0 15 70 1775 15 15 1845 10 Future Vol, veh/h 5 0 55 5 0 15 70 1775 15 15 1845 10 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------200--200-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 0 56 5 0 15 71 1811 15 15 1883 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2966 3886 947 2933 3884 913 1893 0 0 1826 0 0 Stage 1 1918 1918 - 1961 1961 ------- Stage 2 1048 1968 - 972 1923 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 6 3 262 7 3 276 312 - - 331 - - Stage 1 69 114 - 65 108 ------- Stage 2 244 107 - 271 113 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 5 2 262 ~ 4 2 276 312 - - 331 - - Mov Cap-2 Maneuver ~ 5 2 - ~ 4 2 ------- Stage 1 53 109 - 50 83 ------- Stage 2 178 83 - 203 108 ------- Approach EB WB NB SB HCM Control Delay, s $ 333 $ 717.9 0.8 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 312 - - 50 15 331 - - HCM Lane V/C Ratio 0.229 - - 1.224 1.361 0.046 - - HCM Control Delay (s) 19.9 - - $ 333$ 717.9 16.4 - - HCM Lane LOS C - - F F C - - HCM 95th %tile Q(veh) 0.9 - - 5.5 3.1 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon