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Timings 15158 Existing AM <br />4: 189th Street & Collins Avenue 6/8/2015 <br />Varadero 5/27/2015 15158 Existing AM Synchro 9 Report <br />Page 1 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Volume (vph) 0 0 43 11 11 0 0 0 0 0 1862 32 <br />Confl. Peds. (#/hr) <br />Confl. Bikes (#/hr) <br />Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 <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 Prot NA NA <br />Protected Phases 3 8 6 <br />Permitted Phases 8 <br />Detector Phase 8 3 8 6 <br />Switch Phase <br />Minimum Initial (s) 5.0 5.0 5.0 5.0 <br />Minimum Split (s) 23.0 23.0 23.0 23.0 <br />Total Split (s) 25.0 25.0 25.0 95.0 <br />Total Split (%) 20.8% 20.8% 20.8%79.2% <br />Yellow Time (s) 4.0 4.0 4.0 4.0 <br />All-Red Time (s) 1.0 1.0 1.0 1.0 <br />Lost Time Adjust (s) 0.0 0.0 0.0 <br />Total Lost Time (s) 5.0 5.0 5.0 <br />Lead/Lag <br />Lead-Lag Optimize? <br />Recall Mode Min Min Min Max <br />Act Effct Green (s) 13.8 13.8 90.4 <br />Actuated g/C Ratio 0.12 0.12 0.79 <br />v/c Ratio 0.21 0.10 0.40 <br />Control Delay 23.1 22.5 4.4 <br />Queue Delay 0.0 0.0 0.0 <br />Total Delay 23.1 22.5 4.4 <br />LOS C C A <br />Approach Delay 22.5 4.4 <br />Approach LOS C A <br />Intersection Summary <br />Cycle Length: 120 <br />Actuated Cycle Length: 114.2 <br />Natural Cycle: 50 <br />Control Type: Semi Act-Uncoord <br />Maximum v/c Ratio: 0.40 <br />Intersection Signal Delay: 5.1 Intersection LOS: A <br />Intersection Capacity Utilization 48.3% ICU Level of Service A <br />Analysis Period (min) 15 <br />Splits and Phases: 4: 189th Street & Collins Avenue