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Timings 15158 Future without Project PM <br />5: Collins Avenue & William Lehman Cswy SR856 9/21/2015 <br />Varadero 9/21/2015 15158 Future without Project PM Synchro 9 Report <br />Page 1 <br />Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT <br />Lane Configurations <br />Volume (vph) 497 0 0 15 0 8 49 0 1146 17 22 973 <br />Confl. Peds. (#/hr) <br />Confl. Bikes (#/hr) <br />Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br />Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% <br />Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% <br />Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 <br />Parking (#/hr) <br />Mid-Block Traffic (%) 0% 0% 0% 0% <br />Shared Lane Traffic (%) <br />Turn Type Prot Free Prot Prot Perm NA Prot NA <br />Protected Phases 3 3 4 2 1 6 <br />Permitted Phases Free 2 <br />Detector Phase 3 3 4 2 2 1 6 <br />Switch Phase <br />Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 <br />Minimum Split (s) 11.0 11.0 10.0 25.0 25.0 9.5 25.0 <br />Total Split (s) 45.0 45.0 14.0 92.0 92.0 14.0 106.0 <br />Total Split (%) 27.3% 27.3% 8.5% 55.8% 55.8% 8.5% 64.2% <br />Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 3.0 4.0 <br />All-Red Time (s) 2.0 2.0 0.0 3.0 3.0 0.0 3.0 <br />Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Lost Time (s) 6.0 6.0 4.0 7.0 7.0 3.0 7.0 <br />Lead/Lag Lead Lead Lag Lag Lag Lead <br />Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes <br />Recall Mode None None None Max Max None Max <br />Act Effct Green (s) 27.8 27.8 5.5 92.6 92.6 7.5 99.4 <br />Actuated g/C Ratio 0.20 0.20 0.04 0.65 0.65 0.05 0.70 <br />v/c Ratio 0.80 0.05 0.06 0.17 0.55 0.26 0.43 <br />Control Delay 64.4 46.4 0.9 15.5 16.7 73.8 10.7 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 64.4 46.4 0.9 15.5 16.7 73.8 10.7 <br />LOS E D A B B E B <br />Approach Delay 16.6 12.1 <br />Approach LOS B B <br />Intersection Summary <br />Cycle Length: 165 <br />Actuated Cycle Length: 141.9 <br />Natural Cycle: 75 <br />Control Type: Actuated-Uncoordinated <br />Maximum v/c Ratio: 0.80 <br />Intersection Signal Delay: 23.8 Intersection LOS: C <br />Intersection Capacity Utilization 64.7% ICU Level of Service C <br />Analysis Period (min) 15 <br />Splits and Phases: 5: Collins Avenue & William Lehman Cswy SR856