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West Orange Site Phase 1 Build AM - Trip Gen. Adjust. <br />3: Mt. Willing Road & I-40 WB Entrance Ramp/I-40 WB 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.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)0 0 0 46 107 175 16 98 0 0 748 48 <br />Future Volume (vph)0 0 0 46 107 175 16 98 0 0 748 48 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Lane Width (ft)12 12 12 12 12 12 12 12 12 12 12 12 <br />Grade (%)0%0%0%0% <br />Storage Length (ft)0 0 280 0 225 0 0 200 <br />Storage Lanes 0 0 1 1 1 0 0 1 <br />Taper Length (ft)25 100 75 25 <br />Satd. Flow (prot)0 0 0 1770 1863 1583 1770 1863 0 0 1863 1583 <br />Flt Permitted 0.950 0.271 <br />Satd. Flow (perm)0 0 0 1770 1863 1583 505 1863 0 0 1863 1583 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR)194 55 <br />Link Speed (mph)50 50 45 45 <br />Link Distance (ft)652 567 655 1860 <br />Travel Time (s)8.9 7.7 9.9 28.2 <br />Confl. Peds. (#/hr) <br />Confl. Bikes (#/hr) <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 />Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% <br />Heavy Vehicles (%)2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% <br />Bus Blockages (#/hr)0 0 0 0 0 0 0 0 0 0 0 0 <br />Parking (#/hr) <br />Mid-Block Traffic (%)0%0%0%0% <br />Shared Lane Traffic (%) <br />Lane Group Flow (vph)0 0 0 51 119 194 18 109 0 0 831 53 <br />Turn Type Perm NA Perm Perm NA NA Perm <br />Protected Phases 8 2 6 <br />Permitted Phases 8 8 2 6 <br />Detector Phase 8 8 8 2 2 6 6 <br />Switch Phase <br />Minimum Initial (s)7.0 7.0 7.0 12.0 12.0 12.0 12.0 <br />Minimum Split (s)15.0 15.0 15.0 20.0 20.0 20.0 20.0 <br />Total Split (s)18.0 18.0 18.0 62.0 62.0 62.0 62.0 <br />Total Split (%)22.5% 22.5% 22.5% 77.5% 77.5%77.5% 77.5% <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 -2.0 <br />Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 <br />Lead/Lag <br />Lead-Lag Optimize? <br />Recall Mode None None None C-Max C-Max C-Max C-Max <br />Act Effct Green (s)11.6 11.6 11.6 58.4 58.4 58.4 58.4 <br />Actuated g/C Ratio 0.14 0.14 0.14 0.73 0.73 0.73 0.73 <br />v/c Ratio 0.20 0.44 0.49 0.05 0.08 0.61 0.05 <br />Control Delay 31.5 36.2 9.3 3.8 3.5 8.0 1.1 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 31.5 36.2 9.3 3.8 3.5 8.0 1.1 <br />LOS C D A A A A A <br />Approach Delay 21.2 3.6 7.5 <br />Approach LOS C A A <br />Queue Length 50th (ft)23 54 0 2 13 171 0 <br />Queue Length 95th (ft)58 103 49 8 27 275 8 <br />Internal Link Dist (ft)572 487 575 1780 <br />Turn Bay Length (ft)280 225 200 <br />Base Capacity (vph)287 302 419 368 1359 1359 1169 <br />Starvation Cap Reductn 0 0 0 0 0 0 0 <br />Spillback Cap Reductn 0 0 0 0 0 0 0 <br />Storage Cap Reductn 0 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.18 0.39 0.46 0.05 0.08 0.61 0.05 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 80 <br />Actuated Cycle Length: 80 <br />785