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West Orange Site Phase 1 - Build Saturday - Trip Gen. Adjust. <br />7: US-70/I-40 Connector Road & Site Driveway/Ben Johnston 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 Saturday-TripGenAdjust.syn <br />Kimley-Horn Synchro 10 Report <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)26 14 634 60 14 4 716 180 41 4 183 27 <br />Future Volume (vph)26 14 634 60 14 4 716 180 41 4 183 27 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)425 0 200 0 300 0 140 0 <br />Storage Lanes 1 1 1 0 2 0 1 0 <br />Taper Length (ft)100 100 100 300 <br />Satd. Flow (prot)1805 1900 1615 1770 1807 0 3433 3440 0 1770 3472 0 <br />Flt Permitted 0.744 0.747 0.950 0.599 <br />Satd. Flow (perm)1414 1900 1615 1391 1807 0 3433 3440 0 1116 3472 0 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR)240 4 46 12 <br />Link Speed (mph)30 45 45 45 <br />Link Distance (ft)700 839 455 816 <br />Travel Time (s)15.9 12.7 6.9 12.4 <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 />Heavy Vehicles (%)0% 0% 0% 2% 2% 2% 2% 2% 2% 2% 2% 2% <br />Shared Lane Traffic (%) <br />Lane Group Flow (vph)29 16 704 67 20 0 796 246 0 4 233 0 <br />Number of Detectors 1 1 1 1 1 1 1 1 1 <br />Detector Template Left <br />Leading Detector (ft)40 40 40 20 40 40 106 40 106 <br />Trailing Detector (ft)0 0 0 0 0 0 100 0 100 <br />Detector 1 Position(ft)0 0 0 0 0 0 100 0 100 <br />Detector 1 Size(ft)40 40 40 20 40 40 6 40 6 <br />Detector 1 Type Cl+Ex Cl+Ex Cl+Ex 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 0.0 0.0 0.0 <br />Detector 1 Queue (s)0.0 0.0 0.0 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 0.0 0.0 0.0 <br />Turn Type Perm NA pm+ov Perm NA Prot NA Perm NA <br />Protected Phases 4 5 8 5 2 6 <br />Permitted Phases 4 4 8 6 <br />Detector Phase 4 4 5 8 8 5 2 6 6 <br />Switch Phase <br />Minimum Initial (s)7.0 7.0 7.0 7.0 7.0 7.0 12.0 12.0 12.0 <br />Minimum Split (s)15.0 15.0 14.0 15.0 15.0 14.0 20.0 20.0 20.0 <br />Total Split (s)21.0 21.0 73.0 21.0 21.0 73.0 99.0 26.0 26.0 <br />Total Split (%)17.5% 17.5% 60.8% 17.5% 17.5%60.8% 82.5%21.7% 21.7% <br />Yellow Time (s)5.0 5.0 5.0 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 2.0 2.0 2.0 <br />Lost Time Adjust (s)-2.0 -2.0 -2.0 -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 5.0 5.0 5.0 <br />Lead/Lag Lag Lag Lead Lead <br />Lead-Lag Optimize?Yes Yes Yes Yes <br />Recall Mode None None None None None None C-Max C-Max C-Max <br />Act Effct Green (s)12.9 12.9 83.1 12.9 12.9 68.0 100.9 26.9 26.9 <br />Actuated g/C Ratio 0.11 0.11 0.69 0.11 0.11 0.57 0.84 0.22 0.22 <br />v/c Ratio 0.19 0.08 0.59 0.45 0.10 0.41 0.08 0.02 0.30 <br />Control Delay 50.6 47.4 7.5 59.3 41.1 6.4 0.9 41.0 39.8 <br />Queue Delay 0.0 0.0 0.1 0.0 0.0 0.3 0.0 0.0 0.0 <br />Total Delay 50.6 47.4 7.6 59.3 41.1 6.7 0.9 41.0 39.8 <br />LOS D D A E D A A D D <br />Approach Delay 10.2 55.1 5.4 39.8 <br />Approach LOS B E A D <br />Queue Length 50th (ft)21 11 142 49 11 52 3 3 77 <br />Queue Length 95th (ft)50 33 202 95 35 113 15 13 121 <br />Internal Link Dist (ft)620 759 375 736 <br />Turn Bay Length (ft)425 200 300 140 <br />Base Capacity (vph)188 253 1191 185 244 1945 2901 250 788 <br />Starvation Cap Reductn 0 0 0 0 0 556 0 0 0 <br />Spillback Cap Reductn 0 0 60 0 0 0 0 0 0 <br />Storage Cap Reductn 0 0 0 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.15 0.06 0.62 0.36 0.08 0.57 0.08 0.02 0.30 <br />Intersection Summary <br />829