Orange County NC Website
Browse       Search
West Orange Site Build PM <br />3: Mt. Willing Road & I-40 WB Entrance Ramp/I-40 WB Service Road 07/24/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T8 - Phase 2 TIA\T4 - Analysis\Synchro\Build PM.syn Synchro 10 Report <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 0 171 138 610 16 157 0 0 265 98 <br />Future Volume (vph)0 0 0 171 138 610 16 157 0 0 265 98 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <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 0.569 <br />Satd. Flow (perm)0 0 0 1770 1863 1583 1060 1863 0 0 1863 1583 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR)539 109 <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 0 190 153 678 18 174 0 0 294 109 <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)36.0 36.0 36.0 24.0 24.0 24.0 24.0 <br />Total Split (%)60.0% 60.0% 60.0% 40.0% 40.0%40.0% 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 -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)18.8 18.8 18.8 31.2 31.2 31.2 31.2 <br />Actuated g/C Ratio 0.31 0.31 0.31 0.52 0.52 0.52 0.52 <br />v/c Ratio 0.34 0.26 0.78 0.03 0.18 0.30 0.12 <br />Control Delay 15.6 14.5 10.6 12.0 11.3 12.1 3.9 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 15.6 14.5 10.6 12.0 11.3 12.1 3.9 <br />LOS B B B B B B A <br />Approach Delay 12.1 11.3 9.9 <br />Approach LOS B B A <br />Queue Length 50th (ft)64 50 106 3 28 51 0 <br />Queue Length 95th (ft)m52 m42 m52 17 90 149 28 <br />Internal Link Dist (ft)572 487 575 545 <br />Turn Bay Length (ft)280 225 200 <br />Base Capacity (vph)914 962 1078 551 968 968 875 <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 0.21 0.16 0.63 0.03 0.18 0.30 0.12 <br />Intersection Summary <br />Area Type:Other <br />609