Orange County NC Website
West Orange Site - Addendum #2 Phase 2 - Build Saturday - Site Drwy. Shift <br />11: US-70/I-40 Connector Road & Site Driveway 09/15/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 2 - Site Drwy Shift\Phase 2\Synchro\Phase2-Build Sat-TripGenAdjust.syn <br />Kimley-Horn Page 7 <br />Lane Group EBL EBR NBU NBL NBT SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)33 714 60 464 177 180 35 <br />Future Volume (vph)33 714 60 464 177 180 35 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)200 300 300 0 <br />Storage Lanes 1 1 2 0 <br />Taper Length (ft)100 100 <br />Satd. Flow (prot)1770 2787 0 3433 3539 3454 0 <br />Flt Permitted 0.950 0.950 <br />Satd. Flow (perm)1770 2787 0 3433 3539 3454 0 <br />Right Turn on Red Yes Yes <br />Satd. Flow (RTOR)793 15 <br />Link Speed (mph)30 45 45 <br />Link Distance (ft)1004 410 1119 <br />Travel Time (s)22.8 6.2 17.0 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br />Shared Lane Traffic (%) <br />Lane Group Flow (vph)37 793 0 583 197 239 0 <br />Number of Detectors 1 1 1 1 1 1 <br />Detector Template Left Right Left Left <br />Leading Detector (ft)40 40 20 40 106 106 <br />Trailing Detector (ft)0 0 0 0 100 100 <br />Detector 1 Position(ft)0 0 0 0 100 100 <br />Detector 1 Size(ft)40 40 20 40 6 6 <br />Detector 1 Type 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 <br />Detector 1 Queue (s)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 <br />Turn Type Perm Perm Prot Prot NA NA <br />Protected Phases 5 5 2 6 <br />Permitted Phases 4 4 <br />Detector Phase 4 4 5 5 2 6 <br />Switch Phase <br />Minimum Initial (s)7.0 7.0 7.0 7.0 12.0 12.0 <br />Minimum Split (s)15.0 15.0 15.0 15.0 20.0 20.0 <br />Total Split (s)45.0 45.0 55.0 55.0 75.0 20.0 <br />Total Split (%)37.5% 37.5% 45.8% 45.8% 62.5% 16.7% <br />Yellow Time (s)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 <br />Lost Time Adjust (s)-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 <br />Lead/Lag Lag Lag Lead <br />Lead-Lag Optimize?Yes Yes Yes <br />Recall Mode None None None None C-Max C-Max <br />Act Effct Green (s)13.0 13.0 50.0 97.0 42.0 <br />Actuated g/C Ratio 0.11 0.11 0.42 0.81 0.35 <br />v/c Ratio 0.19 0.79 0.41 0.07 0.20 <br />Control Delay 48.9 9.4 20.8 2.7 27.0 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 48.9 9.4 20.8 2.7 27.0 <br />LOS D A C A C <br />Approach Delay 11.2 16.3 27.0 <br />Approach LOS B B C <br />Queue Length 50th (ft)27 0 122 8 61 <br />Queue Length 95th (ft)56 57 186 27 105 <br />Internal Link Dist (ft)924 330 1039 <br />Turn Bay Length (ft)200 300 300 <br />Base Capacity (vph)590 1457 1430 2860 1218 <br />Starvation Cap Reductn 0 0 0 0 0 <br />Spillback Cap Reductn 0 0 0 0 0 <br />Storage Cap Reductn 0 0 0 0 0 <br />Reduced v/c Ratio 0.06 0.54 0.41 0.07 0.20 <br />Intersection Summary <br />Area Type:Other <br />1045