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Lanes, Volumes, Timings <br />1: COLLINS AVE & 174th STREET 10/24/2018 <br />Collins Avenue & 174th Street - Existing Conditions - Weekday - AM PEAK Synchro 10 Report <br />Page 2 <br />Lane Group EBL EBR NBL NBT SBT SBR <br />Control Delay 45.8 27.8 77.4 11.9 31.1 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 45.8 27.8 77.4 11.9 31.1 <br />LOS D C E B C <br />Approach Delay 33.9 18.1 31.1 <br />Approach LOS C B C <br />Queue Length 50th (ft) 116 116 119 283 626 <br />Queue Length 95th (ft) 185 220 #269 319 700 <br />Internal Link Dist (ft) 425 705 989 <br />Turn Bay Length (ft)300 <br />Base Capacity (vph) 415 494 217 3428 2724 <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 0.39 0.63 0.92 0.55 0.87 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 132 <br />Actuated Cycle Length: 132 <br />Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBTL, Start of Green <br />Natural Cycle: 105 <br />Control Type: Pretimed <br />Maximum v/c Ratio: 0.92 <br />Intersection Signal Delay: 25.9 Intersection LOS: C <br />Intersection Capacity Utilization 75.8%ICU Level of Service D <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 - 4