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Timings 15158 Future without Project PM <br />4: 189th Street & Collins Avenue 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 NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Volume (vph) 0 0 42 36 12 0 0 0 0 0 2192 49 <br />Confl. Peds. (#/hr) <br />Confl. Bikes (#/hr) <br />Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 <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 25.0 140.0 <br />Total Split (%) 15.2% 15.2% 15.2%84.8% <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) 16.9 16.9 135.2 <br />Actuated g/C Ratio 0.10 0.10 0.83 <br />v/c Ratio 0.22 0.23 0.43 <br />Control Delay 34.3 37.6 4.0 <br />Queue Delay 0.0 0.0 0.0 <br />Total Delay 34.3 37.6 4.0 <br />LOS C D A <br />Approach Delay 37.6 4.0 <br />Approach LOS D A <br />Intersection Summary <br />Cycle Length: 165 <br />Actuated Cycle Length: 162.1 <br />Natural Cycle: 50 <br />Control Type: Semi Act-Uncoord <br />Maximum v/c Ratio: 0.43 <br />Intersection Signal Delay: 5.3 Intersection LOS: A <br />Intersection Capacity Utilization 53.4% ICU Level of Service A <br />Analysis Period (min) 15 <br />Splits and Phases: 4: 189th Street & Collins Avenue