Orange County NC Website
West Orange Site - Addendum #1 Phase 2 - Build AM - Trip Gen. & Dist. Adjust. <br />6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp 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 11 <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 7 370 251 46 555 0 0 476 318 <br />Future Volume (vph)0 0 0 7 370 251 46 555 0 0 476 318 <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 0.424 <br />Satd. Flow (perm)0 0 0 0 3536 2787 790 1863 0 0 1863 1583 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR)279 134 <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 0 419 279 51 617 0 0 529 353 <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)36.0 36.0 36.0 84.0 84.0 84.0 84.0 <br />Total Split (%)30.0% 30.0% 30.0% 70.0% 70.0%70.0% 70.0% <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)21.8 21.8 88.2 88.2 88.2 88.2 <br />Actuated g/C Ratio 0.18 0.18 0.74 0.74 0.74 0.74 <br />v/c Ratio 0.65 0.38 0.09 0.45 0.39 0.29 <br />Control Delay 50.2 6.0 1.2 8.3 4.1 1.4 <br />Queue Delay 0.0 0.0 0.0 0.1 0.4 0.3 <br />Total Delay 50.2 6.0 1.2 8.4 4.5 1.7 <br />LOS D A A A A A <br />Approach Delay 32.5 7.9 3.4 <br />Approach LOS C A A <br />Queue Length 50th (ft)160 0 6 158 60 2 <br />Queue Length 95th (ft)203 38 2 140 150 39 <br />Internal Link Dist (ft)672 1002 634 375 <br />Turn Bay Length (ft)450 <br />Base Capacity (vph)913 926 580 1369 1369 1198 <br />Starvation Cap Reductn 0 0 0 162 390 387 <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 0.46 0.30 0.09 0.51 0.54 0.44 <br />Intersection Summary <br />Area Type:Other <br />872