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West Orange Site - Addendum #2 Phase 1 - Build PM - Site Drwy. Shift <br />6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp 09/14/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 2 - Site Drwy Shift\Phase 1\Synchro\Phase1-Build PM-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 31 926 282 194 637 0 12 0 592 317 <br />Future Volume (vph)0 0 0 31 926 282 194 637 0 12 0 592 317 <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 3532 2787 1770 1863 0 0 0 1861 1583 <br />Flt Permitted 0.998 0.248 0.983 <br />Satd. Flow (perm)0 0 0 0 3532 2787 462 1863 0 0 0 1831 1583 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR)313 36 <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 0.90 <br />Shared Lane Traffic (%) <br />Lane Group Flow (vph)0 0 0 0 1063 313 216 708 0 0 0 671 352 <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)50.0 50.0 50.0 70.0 70.0 70.0 70.0 70.0 <br />Total Split (%)41.7% 41.7% 41.7% 58.3% 58.3%58.3%58.3% 58.3% <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)42.9 42.9 67.1 67.1 67.1 67.1 <br />Actuated g/C Ratio 0.36 0.36 0.56 0.56 0.56 0.56 <br />v/c Ratio 0.84 0.26 0.84 0.68 0.66 0.39 <br />Control Delay 42.4 3.3 35.1 8.9 17.6 10.0 <br />Queue Delay 0.0 0.0 0.0 3.5 0.0 0.0 <br />Total Delay 42.4 3.3 35.1 12.4 17.6 10.0 <br />LOS D A D B B B <br />Approach Delay 33.5 17.7 15.0 <br />Approach LOS C B B <br />Queue Length 50th (ft)384 0 82 170 360 82 <br />Queue Length 95th (ft)471 31 #313 156 540 130 <br />Internal Link Dist (ft)672 1002 634 375 <br />Turn Bay Length (ft)450 <br />Base Capacity (vph)1324 1240 258 1042 1023 901 <br />Starvation Cap Reductn 0 0 0 238 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 0.80 0.25 0.84 0.88 0.66 0.39 <br />Intersection Summary <br />Area Type:Other <br />985