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West Orange Site - Addendum #1 Phase 2 - Build PM - Trip Gen. & Dist. 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 2\Synchro\Phase2-Build PM-AdjustedTripGen&Dist.syn <br />Kimley-Horn Page 13 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)26 11 498 160 10 4 333 348 59 4 314 27 <br />Future Volume (vph)26 11 498 160 10 4 333 348 59 4 314 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 1788 0 3433 3461 0 1770 3497 0 <br />Flt Permitted 0.748 0.750 0.950 0.491 <br />Satd. Flow (perm)1421 1900 1615 1397 1788 0 3433 3461 0 915 3497 0 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR)152 4 32 7 <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 12 553 178 15 0 370 453 0 4 379 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)38.0 38.0 49.0 38.0 38.0 49.0 82.0 33.0 33.0 <br />Total Split (%)31.7% 31.7% 40.8% 31.7% 31.7%40.8% 68.3%27.5% 27.5% <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)22.6 22.6 71.6 22.6 22.6 44.0 87.4 38.4 38.4 <br />Actuated g/C Ratio 0.19 0.19 0.60 0.19 0.19 0.37 0.73 0.32 0.32 <br />v/c Ratio 0.11 0.03 0.54 0.68 0.04 0.29 0.18 0.01 0.34 <br />Control Delay 38.5 36.5 11.5 57.7 29.6 25.2 2.2 32.0 32.8 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 <br />Total Delay 38.5 36.5 11.5 57.7 29.6 25.2 2.2 32.0 33.0 <br />LOS D D B E C C A C C <br />Approach Delay 13.3 55.5 12.5 33.0 <br />Approach LOS B E B C <br />Queue Length 50th (ft)19 8 170 130 7 127 18 2 115 <br />Queue Length 95th (ft)43 23 214 193 24 170 32 12 174 <br />Internal Link Dist (ft)620 759 375 736 <br />Turn Bay Length (ft)425 200 300 140 <br />Base Capacity (vph)390 522 1024 384 494 1258 2530 293 1124 <br />Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 <br />Spillback Cap Reductn 0 0 11 0 0 0 0 0 253 <br />Storage Cap Reductn 0 0 0 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.07 0.02 0.55 0.46 0.03 0.29 0.18 0.01 0.44 <br />Intersection Summary <br />894