Orange County NC Website
West Orange Site Build AM <br />6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp 07/24/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T8 - Phase 2 TIA\T4 - Analysis\Synchro\Build AM.syn Synchro 10 Report <br />Kimley-Horn Page 12 <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 7 354 237 132 713 0 0 448 318 <br />Future Volume (vph)0 0 0 7 354 237 132 713 0 0 448 318 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)0 0 450 450 0 0 0 0 <br />Storage Lanes 0 0 1 2 1 0 0 1 <br />Taper Length (ft)25 100 100 25 <br />Satd. Flow (prot)0 0 0 0 3536 2787 1770 1863 0 0 1863 1583 <br />Flt Permitted 0.999 0.444 <br />Satd. Flow (perm)0 0 0 0 3536 2787 827 1863 0 0 1863 1583 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR)263 89 <br />Link Speed (mph)50 50 45 45 <br />Link Distance (ft)752 1082 714 455 <br />Travel Time (s)10.3 14.8 10.8 6.9 <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 0 0 0 401 263 147 792 0 0 498 353 <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)30.0 30.0 30.0 90.0 90.0 90.0 90.0 <br />Total Split (%)25.0% 25.0% 25.0% 75.0% 75.0%75.0% 75.0% <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 <br />Lead-Lag Optimize? <br />Recall Mode None None None C-Max C-Max C-Max C-Max <br />Act Effct Green (s)20.9 20.9 89.1 89.1 89.1 89.1 <br />Actuated g/C Ratio 0.17 0.17 0.74 0.74 0.74 0.74 <br />v/c Ratio 0.65 0.38 0.24 0.57 0.36 0.29 <br />Control Delay 51.1 6.4 1.8 9.6 4.7 2.9 <br />Queue Delay 0.0 0.0 0.0 2.8 0.6 0.4 <br />Total Delay 51.1 6.4 1.8 12.4 5.3 3.3 <br />LOS D A A B A A <br />Approach Delay 33.4 10.7 4.5 <br />Approach LOS C B A <br />Queue Length 50th (ft)154 0 5 562 77 32 <br />Queue Length 95th (ft)199 38 9 672 106 51 <br />Internal Link Dist (ft)672 1002 634 375 <br />Turn Bay Length (ft)450 <br />Base Capacity (vph)736 788 614 1383 1383 1198 <br />Starvation Cap Reductn 0 0 0 457 508 444 <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 0.54 0.33 0.24 0.86 0.57 0.47 <br />Intersection Summary <br />Area Type:Other <br />595