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Timings 15158 Future without Project AM <br />1: Collins Avenue & 185th Street 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) 28 0 49 4 1 6 28 47 1393 6 11 2055 <br />Confl. Peds. (#/hr) <br />Confl. Bikes (#/hr) <br />Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.92 0.95 0.95 0.95 0.95 0.95 <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 Perm NA Perm NA Prot Prot NA Prot NA <br />Protected Phases 4 8 5 5 2 1 6 <br />Permitted Phases 4 8 <br />Detector Phase 4 4 8 8 5 5 2 1 6 <br />Switch Phase <br />Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 <br />Minimum Split (s) 23.0 23.0 23.0 23.0 9.5 9.5 23.0 9.5 23.0 <br />Total Split (s) 31.0 31.0 31.0 31.0 13.0 13.0 76.0 13.0 76.0 <br />Total Split (%) 25.8% 25.8% 25.8% 25.8% 10.8% 10.8% 63.3% 10.8% 63.3% <br />Yellow Time (s) 4.0 4.0 4.0 4.0 3.0 3.0 4.0 3.0 4.0 <br />All-Red Time (s) 1.0 1.0 1.0 1.0 0.0 0.0 1.0 0.0 1.0 <br />Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Lost Time (s) 5.0 5.0 5.0 3.0 5.0 3.0 5.0 <br />Lead/Lag Lead Lead Lag Lead Lag <br />Lead-Lag Optimize?Yes Yes Yes Yes Yes <br />Recall Mode None None None None None None Min None Min <br />Act Effct Green (s) 7.8 7.8 7.8 9.1 75.1 6.6 67.8 <br />Actuated g/C Ratio 0.09 0.09 0.09 0.10 0.83 0.07 0.75 <br />v/c Ratio 0.24 0.24 0.08 0.44 0.35 0.09 0.57 <br />Control Delay 48.6 5.0 32.9 51.8 3.3 46.6 8.1 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 48.6 5.0 32.9 51.8 3.3 46.6 8.1 <br />LOS D A C D A D A <br />Approach Delay 20.6 32.9 5.7 8.3 <br />Approach LOS C C A A <br />Intersection Summary <br />Cycle Length: 120 <br />Actuated Cycle Length: 90.1 <br />Natural Cycle: 70 <br />Control Type: Actuated-Uncoordinated <br />Maximum v/c Ratio: 0.57 <br />Intersection Signal Delay: 7.6 Intersection LOS: A <br />Intersection Capacity Utilization 60.3% ICU Level of Service B <br />Analysis Period (min) 15 <br />Splits and Phases: 1: Collins Avenue & 185th Street