Laserfiche WebLink
Lanes, Volumes, Timings <br />1: COLLINS AVE & 174th STREET 10/25/2018 <br />Collins Avenue & 174th Street - Existing Conditions - Weekend - MID-DAY PEAK Synchro 10 Report <br />Page 2 <br />Lane Group EBL EBR NBL NBT SBT SBR <br />Control Delay 50.7 10.7 40.3 6.0 18.2 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 50.7 10.7 40.3 6.0 18.2 <br />LOS D B D A B <br />Approach Delay 24.6 9.6 18.2 <br />Approach LOS C A B <br />Queue Length 50th (ft) 71 0 86 154 350 <br />Queue Length 95th (ft) 126 65 #183 178 401 <br />Internal Link Dist (ft) 425 705 989 <br />Turn Bay Length (ft)300 <br />Base Capacity (vph) 265 395 274 3813 2947 <br />Starvation Cap Reductn 0 0 0 0 0 <br />Spillback Cap Reductn 0 0 0 0 0 <br />Storage Cap Reductn 0 0 0 0 0 <br />Reduced v/c Ratio 0.38 0.47 0.70 0.44 0.66 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBTL, Start of Green <br />Natural Cycle: 85 <br />Control Type: Pretimed <br />Maximum v/c Ratio: 0.70 <br />Intersection Signal Delay: 14.7 Intersection LOS: B <br />Intersection Capacity Utilization 65.5%ICU Level of Service C <br />Analysis Period (min) 15 <br /># 95th percentile volume exceeds capacity, queue may be longer. <br /> Queue shown is maximum after two cycles. <br />Splits and Phases: 1: COLLINS AVE & 174th STREET <br />APPENDIX F - SYNCHRO REPORTS <br />F - 10