Orange County NC Website
Browse       Search
West Orange Site - Addendum #2 Phase 2 - Build AM - Site Drwy. Shift <br />6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp 09/15/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 2 - Site Drwy Shift\Phase 2\Synchro\Phase2-Build AM-SiteDrwyShift.syn <br />Kimley-Horn Page 3 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)0 0 0 7 370 251 46 555 0 8 0 476 318 <br />Future Volume (vph)0 0 0 7 370 251 46 555 0 8 0 476 318 <br />Ideal Flow (vphpl)1900 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 0 1861 1583 <br />Flt Permitted 0.999 0.420 0.990 <br />Satd. Flow (perm)0 0 0 0 3536 2787 782 1863 0 0 0 1844 1583 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR)279 79 <br />Link Speed (mph)50 50 45 45 <br />Link Distance (ft)752 1082 714 502 <br />Travel Time (s)10.3 14.8 10.8 7.6 <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 0.90 <br />Shared Lane Traffic (%) <br />Lane Group Flow (vph)0 0 0 0 419 279 51 617 0 0 0 538 353 <br />Number of Detectors 1 1 1 1 1 1 1 1 <br />Detector Template Left <br />Leading Detector (ft)40 40 40 40 106 20 106 40 <br />Trailing Detector (ft)0 0 0 0 100 0 100 0 <br />Detector 1 Position(ft)0 0 0 0 100 0 100 0 <br />Detector 1 Size(ft)40 40 40 40 6 20 6 40 <br />Detector 1 Type Cl+Ex 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 0.0 <br />Detector 1 Queue (s)0.0 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 0.0 <br />Turn Type Perm NA Perm Perm NA Perm NA Perm <br />Protected Phases 8 2 6 <br />Permitted Phases 8 8 2 6 6 <br />Detector Phase 8 8 8 2 2 6 6 6 <br />Switch Phase <br />Minimum Initial (s)7.0 7.0 7.0 12.0 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 20.0 <br />Total Split (s)30.0 30.0 30.0 90.0 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% 75.0% <br />Yellow Time (s)5.0 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 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 C-Max <br />Act Effct Green (s)21.3 21.3 88.7 88.7 88.7 88.7 <br />Actuated g/C Ratio 0.18 0.18 0.74 0.74 0.74 0.74 <br />v/c Ratio 0.67 0.39 0.09 0.45 0.40 0.30 <br />Control Delay 51.2 6.2 1.3 7.6 4.6 2.7 <br />Queue Delay 0.0 0.0 0.0 0.1 0.0 0.0 <br />Total Delay 51.2 6.2 1.3 7.7 4.6 2.7 <br />LOS D A A A A A <br />Approach Delay 33.2 7.2 3.8 <br />Approach LOS C A A <br />Queue Length 50th (ft)161 0 6 158 74 30 <br />Queue Length 95th (ft)208 39 1 140 143 34 <br />Internal Link Dist (ft)672 1002 634 422 <br />Turn Bay Length (ft)450 <br />Base Capacity (vph)736 801 577 1376 1362 1190 <br />Starvation Cap Reductn 0 0 0 168 0 0 <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 0.57 0.35 0.09 0.51 0.40 0.30 <br />Intersection Summary <br />Area Type:Other <br />1025