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Lanes, Volumes, Timings <br />1: COLLINS AVE & 174th STREET 10/24/2018 <br />Collins Avenue & 174th Street - Existing Conditions - Weekend - AM PEAK Synchro 10 Report <br />Page 2 <br />Lane Group EBL EBR NBL NBT SBT SBR <br />Control Delay 51.5 12.7 11.8 5.6 15.6 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 51.5 12.7 11.8 5.6 15.6 <br />LOS D B B A B <br />Approach Delay 25.3 6.2 15.6 <br />Approach LOS C A B <br />Queue Length 50th (ft) 77 9 29 127 246 <br />Queue Length 95th (ft) 136 84 75 147 285 <br />Internal Link Dist (ft) 425 705 989 <br />Turn Bay Length (ft)300 <br />Base Capacity (vph) 265 419 333 3813 2946 <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 0.41 0.54 0.48 0.39 0.52 <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: 0.54 <br />Intersection Signal Delay: 12.2 Intersection LOS: B <br />Intersection Capacity Utilization 56.6%ICU Level of Service B <br />Analysis Period (min) 15 <br />Splits and Phases: 1: COLLINS AVE & 174th STREET <br />APPENDIX F - SYNCHRO REPORTS <br />F - 8