Orange County NC Website
West Orange Site - Addendum #1 Phase 2 - Build AM - Trip Gen. & Dist. 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 2\Synchro\Phase2-Build AM-AdjustedTripGen&Dist.syn <br />Kimley-Horn Page 5 <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 46 107 168 16 430 0 0 736 67 <br />Future Volume (vph)0 0 0 46 107 168 16 430 0 0 736 67 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)0 0 280 0 150 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 0.275 <br />Satd. Flow (perm)0 0 0 1770 1863 1583 512 1863 0 0 1863 1583 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR)187 74 <br />Link Speed (mph)50 50 45 45 <br />Link Distance (ft)652 567 655 625 <br />Travel Time (s)8.9 7.7 9.9 9.5 <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 0 0 51 119 187 18 478 0 0 818 74 <br />Number of Detectors 1 1 1 1 1 1 1 <br />Detector Template <br />Leading Detector (ft)40 40 40 40 106 106 40 <br />Trailing Detector (ft)0 0 0 0 100 100 0 <br />Detector 1 Position(ft)0 0 0 0 100 100 0 <br />Detector 1 Size(ft)40 40 40 40 6 6 40 <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 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)19.0 19.0 19.0 61.0 61.0 61.0 61.0 <br />Total Split (%)23.8% 23.8% 23.8% 76.3% 76.3%76.3% 76.3% <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)12.0 12.0 12.0 58.0 58.0 58.0 58.0 <br />Actuated g/C Ratio 0.15 0.15 0.15 0.72 0.72 0.72 0.72 <br />v/c Ratio 0.19 0.43 0.47 0.05 0.35 0.61 0.06 <br />Control Delay 30.7 35.3 8.9 1.3 2.1 8.1 1.1 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 30.7 35.3 8.9 1.3 2.1 8.1 1.1 <br />LOS C D A A A A A <br />Approach Delay 20.8 2.1 7.6 <br />Approach LOS C A A <br />Queue Length 50th (ft)23 54 0 1 47 167 0 <br />Queue Length 95th (ft)54 101 46 m1 m61 283 10 <br />Internal Link Dist (ft)572 487 575 545 <br />Turn Bay Length (ft)280 150 200 <br />Base Capacity (vph)309 326 431 371 1350 1350 1167 <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 0.17 0.37 0.43 0.05 0.35 0.61 0.06 <br />Intersection Summary <br />Area Type:Other <br />866