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West Orange Site - Addendum #1 Phase 2 - Build Saturday - Trip Gen. & Dist. Adjust. <br />4: Mt. Willing Road & I-40 EB Exit Ramp/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 2\Synchro\Phase2-Build Sat-AdjustedTripGen&Dist.syn <br />Kimley-Horn Page 7 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)614 4 13 0 0 0 0 41 53 280 81 0 <br />Future Volume (vph)614 4 13 0 0 0 0 41 53 280 81 0 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)0 135 0 0 0 80 300 0 <br />Storage Lanes 0 1 0 0 0 1 1 0 <br />Taper Length (ft)100 25 25 75 <br />Satd. Flow (prot)0 1775 1583 0 0 0 0 1863 1583 1770 1863 0 <br />Flt Permitted 0.953 0.727 <br />Satd. Flow (perm)0 1775 1583 0 0 0 0 1863 1583 1354 1863 0 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR)150 150 <br />Link Speed (mph)50 50 45 45 <br />Link Distance (ft)720 904 394 655 <br />Travel Time (s)9.8 12.3 6.0 9.9 <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 (%) <br />Lane Group Flow (vph)0 686 14 0 0 0 0 46 59 311 90 0 <br />Number of Detectors 1 1 1 1 1 1 1 <br />Detector Template Left <br />Leading Detector (ft)20 40 40 106 40 40 106 <br />Trailing Detector (ft)0 0 0 100 0 0 100 <br />Detector 1 Position(ft)0 0 0 100 0 0 100 <br />Detector 1 Size(ft)20 40 40 6 40 40 6 <br />Detector 1 Type 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 <br />Detector 1 Queue (s)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 <br />Turn Type Perm NA Perm NA Perm D.P+P NA <br />Protected Phases 4 2 1 6 <br />Permitted Phases 4 4 2 2 <br />Detector Phase 4 4 4 2 2 1 6 <br />Switch Phase <br />Minimum Initial (s)7.0 7.0 7.0 10.0 10.0 7.0 10.0 <br />Minimum Split (s)14.0 14.0 14.0 17.0 17.0 14.0 17.0 <br />Total Split (s)48.0 48.0 48.0 18.0 18.0 14.0 32.0 <br />Total Split (%)60.0% 60.0% 60.0%22.5% 22.5% 17.5% 40.0% <br />Yellow Time (s)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 <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 Lag Lag Lead <br />Lead-Lag Optimize?Yes Yes Yes <br />Recall Mode None None None C-Max C-Max None C-Max <br />Act Effct Green (s)38.0 38.0 15.3 15.3 27.0 32.0 <br />Actuated g/C Ratio 0.48 0.48 0.19 0.19 0.34 0.40 <br />v/c Ratio 0.81 0.02 0.13 0.14 0.60 0.12 <br />Control Delay 26.1 0.0 29.9 0.7 25.7 16.0 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 26.1 0.0 29.9 0.7 25.7 16.0 <br />LOS C A C A C B <br />Approach Delay 25.5 13.5 23.5 <br />Approach LOS C B C <br />Queue Length 50th (ft)269 0 20 0 124 31 <br />Queue Length 95th (ft)374 0 49 0 #237 69 <br />Internal Link Dist (ft)640 824 314 575 <br />Turn Bay Length (ft)135 80 300 <br />Base Capacity (vph)954 920 356 423 517 744 <br />Starvation Cap Reductn 0 0 0 0 0 0 <br />Spillback Cap Reductn 0 0 0 0 0 0 <br />Storage Cap Reductn 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.72 0.02 0.13 0.14 0.60 0.12 <br />Intersection Summary <br />Area Type:Other <br />908