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Timings 15158 Future without Project AM <br />5: Collins Avenue & William Lehman Cswy SR856 9/21/2015 <br />Varadero 9/21/2015 15158 Future without Project AM 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) 294 0 0 18 0 5 43 0 519 14 13 964 <br />Confl. Peds. (#/hr) <br />Confl. Bikes (#/hr) <br />Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 <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) 37.0 37.0 14.0 57.0 57.0 12.0 69.0 <br />Total Split (%) 30.8% 30.8% 11.7% 47.5% 47.5% 10.0% 57.5% <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 1.0 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 5.0 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) 13.3 13.3 5.5 60.5 60.5 6.3 62.3 <br />Actuated g/C Ratio 0.15 0.15 0.06 0.67 0.67 0.07 0.69 <br />v/c Ratio 0.61 0.07 0.02 0.13 0.24 0.11 0.41 <br />Control Delay 42.0 34.7 0.2 10.1 7.8 43.9 7.6 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 42.0 34.7 0.2 10.1 7.8 43.9 7.6 <br />LOS D C A B A D A <br />Approach Delay 8.0 8.1 <br />Approach LOS A A <br />Intersection Summary <br />Cycle Length: 120 <br />Actuated Cycle Length: 90.5 <br />Natural Cycle: 60 <br />Control Type: Actuated-Uncoordinated <br />Maximum v/c Ratio: 0.61 <br />Intersection Signal Delay: 13.6 Intersection LOS: B <br />Intersection Capacity Utilization 55.0% ICU Level of Service A <br />Analysis Period (min) 15 <br />Splits and Phases: 5: Collins Avenue & William Lehman Cswy SR856