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8.A. - Page 70 of 77 <br />Timings SamTans Grand Boulevard Complete Streets <br />1: EI Camino Real & Redwood Ave (Single Right)/Main Street PM Peak Hour <br />t <br />Lane Group <br />EBT <br />EBR <br />WBT <br />NBT <br />NBR <br />SBT <br />SBR <br />01 <br />02 <br />05 <br />06 <br />Lane Configurations <br />4 <br />F <br />tt <br />r <br />tt <br />r <br />Traffic Volume (vph) <br />50 <br />679 <br />50 <br />1520 <br />687 <br />1433 <br />268 <br />Future Volume (vph) <br />50 <br />679 <br />50 <br />1520 <br />687 <br />1433 <br />268 <br />Turn Type <br />NA <br />Perm <br />NA <br />NA <br />custom <br />NA <br />custom <br />Protected Phases <br />7 <br />8 <br />65 <br />58 <br />2 1 <br />17 <br />1 <br />2 <br />5 <br />6 <br />Permitted Phases <br />7 <br />Detector Phase <br />7 <br />7 <br />8 <br />65 <br />5 <br />2 1 <br />1 <br />Switch Phase <br />Minimum Initial (s) <br />10.0 <br />10.0 <br />10.0 <br />10.0 <br />10.0 <br />10.0 <br />10.0 <br />Minimum Split (s) <br />29.0 <br />29.0 <br />29.0 <br />14.0 <br />24.0 <br />14.0 <br />24.0 <br />Total Split (s) <br />39.0 <br />39.0 <br />29.0 <br />38.0 <br />24.0 <br />38.0 <br />24.0 <br />Total Split (%) <br />30.0% <br />30.0% <br />22.3% <br />29% <br />18% <br />29% <br />18% <br />Yellow Time (s) <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />All -Red Time (s) <br />1.0 <br />1.0 <br />1.0 <br />1.0 <br />1.0 <br />1.0 <br />1.0 <br />Lost Time Adjust (s) <br />0.0 <br />0.0 <br />0.0 <br />Total Lost Time (s) <br />4.0 <br />4.0 <br />4.0 <br />Lead/Lag <br />Lead <br />Lead <br />Lag <br />Lag <br />Lead <br />Lag <br />Lead <br />Lead -Lag Optimize? <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Recall Mode <br />None <br />None <br />None <br />Min <br />None <br />Min <br />None <br />Act Effct Green (s) <br />35.1 <br />35.1 <br />15.2 <br />58.1 <br />49.3 <br />58.1 <br />73.1 <br />Actuated g/C Ratio <br />0.29 <br />0.29 <br />0.13 <br />0.48 <br />0.41 <br />0.48 <br />0.61 <br />v/c Ratio <br />0.22 <br />1.22 <br />0.60 <br />1.02 <br />1.22 <br />0.96 <br />0.32 <br />Control Delay <br />35.1 <br />139.1 <br />58.5 <br />59.6 <br />139.1 <br />46.4 <br />13.6 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />35.1 <br />139.1 <br />58.5 <br />59.6 <br />139.1 <br />46.4 <br />13.6 <br />LOS <br />D <br />F <br />E <br />E <br />F <br />D <br />B <br />Approach Delay <br />125.8 <br />58.5 <br />84.4 <br />41.2 <br />Approach LOS <br />F <br />E <br />F <br />D <br />Intersection Summa <br />Cycle Length: 130 <br />Actuated Cycle Length: 120.4 <br />Natural Cycle: 130 <br />Control Type: Actuated -Uncoordinated <br />Maximum v/c Ratio: 1.22 <br />Intersection Signal Delay: 75.2 Intersection LOS: E <br />Intersection Capacity Utilization 117.1% ICU Level of Service H <br />Analysis Period (min) 15 <br />Description: Single <br />Right Turn from Redwood Avenue <br />Splits and Phases: 1: EI {Camino Real & Redwood Ave (Single Right)/Main Street <br />T 02 7 01 <br />t06 O5 e*07 V08 <br />02/14/2019 Synchro 10 Report <br />Page 1 <br />219 <br />