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West Orange Site Phase 1 Build AM - Trip Gen. Adjust. <br />5: US-70/I-40 Connector Road & I-40 EB Service Road 09/10/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 1 Rev - Trip Gen & Dist Adjustment\Phase 1\Analysis\Synchro\Phase1-Build AM-TripGenAdjust.synSynchro 10 Report <br />Kimley-Horn Page 10 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)715 4 4 0 0 0 0 158 14 375 88 0 <br />Future Volume (vph)715 4 4 0 0 0 0 158 14 375 88 0 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)400 125 0 0 0 40 400 0 <br />Storage Lanes 1 0 0 0 0 1 1 0 <br />Taper Length (ft)100 25 25 100 <br />Satd. Flow (prot)1681 1683 0 0 0 0 0 1863 1583 1770 1863 0 <br />Flt Permitted 0.950 0.953 0.646 <br />Satd. Flow (perm)1681 1683 0 0 0 0 0 1863 1583 1203 1863 0 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR)36 <br />Link Speed (mph)50 50 45 45 <br />Link Distance (ft)1140 702 378 714 <br />Travel Time (s)15.5 9.6 5.7 10.8 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br />Shared Lane Traffic (%) 49% <br />Lane Group Flow (vph) 405 397 0 0 0 0 0 176 16 417 98 0 <br />Number of Detectors 1 1 1 1 1 1 <br />Detector Template Left <br />Leading Detector (ft)20 40 106 40 40 106 <br />Trailing Detector (ft)0 0 100 0 0 100 <br />Detector 1 Position(ft)0 0 100 0 0 100 <br />Detector 1 Size(ft)20 40 6 40 40 6 <br />Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex <br />Detector 1 Channel <br />Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 <br />Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 <br />Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 <br />Turn Type Perm NA NA Perm Perm NA <br />Protected Phases 4 2 6 <br />Permitted Phases 4 2 6 <br />Detector Phase 4 4 2 2 6 6 <br />Switch Phase <br />Minimum Initial (s)7.0 7.0 12.0 12.0 12.0 12.0 <br />Minimum Split (s)15.0 15.0 20.0 20.0 20.0 20.0 <br />Total Split (s)49.0 49.0 71.0 71.0 71.0 71.0 <br />Total Split (%)40.8% 40.8%59.2% 59.2% 59.2% 59.2% <br />Yellow Time (s)5.0 5.0 5.0 5.0 5.0 5.0 <br />All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 <br />Lost Time Adjust (s)-2.0 -2.0 -2.0 -2.0 -2.0 -2.0 <br />Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 5.0 <br />Lead/Lag <br />Lead-Lag Optimize? <br />Recall Mode None None C-Max C-Max C-Max C-Max <br />Act Effct Green (s)36.2 36.2 73.8 73.8 73.8 73.8 <br />Actuated g/C Ratio 0.30 0.30 0.62 0.62 0.62 0.62 <br />v/c Ratio 0.80 0.78 0.15 0.02 0.56 0.09 <br />Control Delay 50.3 49.1 11.5 1.1 16.6 8.2 <br />Queue Delay 0.3 0.3 0.0 0.0 0.0 0.0 <br />Total Delay 50.6 49.3 11.5 1.1 16.6 8.2 <br />LOS D D B A B A <br />Approach Delay 50.0 10.6 15.0 <br />Approach LOS D B B <br />Queue Length 50th (ft)300 291 56 0 197 38 <br />Queue Length 95th (ft)393 384 103 4 279 73 <br />Internal Link Dist (ft)1060 622 298 634 <br />Turn Bay Length (ft)400 40 400 <br />Base Capacity (vph)616 617 1145 987 739 1145 <br />Starvation Cap Reductn 0 0 0 0 0 0 <br />Spillback Cap Reductn 25 25 1 0 0 0 <br />Storage Cap Reductn 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.69 0.67 0.15 0.02 0.56 0.09 <br />Intersection Summary <br />Area Type:Other <br />789