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West Orange Site Phase 1 - Build PM - Trip Gen. Adjust. <br />7: US-70/I-40 Connector Road & Site Driveway/Ben Johnston Road 09/10/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 1 Rev - Trip Gen & Dist Adjustment\Phase 1\Analysis\Synchro\Phase1-Build PM-TripGenAdjust.synSynchro 10 Report <br />Kimley-Horn Page 14 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)18 9 429 160 9 4 503 351 59 4 317 19 <br />Future Volume (vph)18 9 429 160 9 4 503 351 59 4 317 19 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)425 0 200 0 300 0 140 0 <br />Storage Lanes 1 1 1 0 2 0 1 0 <br />Taper Length (ft)100 100 100 300 <br />Satd. Flow (prot)1805 1900 1615 1770 1783 0 3433 3461 0 1770 3511 0 <br />Flt Permitted 0.748 0.751 0.950 0.489 <br />Satd. Flow (perm)1421 1900 1615 1399 1783 0 3433 3461 0 911 3511 0 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR)172 4 30 5 <br />Link Speed (mph)30 45 45 45 <br />Link Distance (ft)700 839 455 816 <br />Travel Time (s)15.9 12.7 6.9 12.4 <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 />Heavy Vehicles (%)0% 0% 0% 2% 2% 2% 2% 2% 2% 2% 2% 2% <br />Shared Lane Traffic (%) <br />Lane Group Flow (vph)20 10 477 178 14 0 559 456 0 4 373 0 <br />Enter Blocked Intersection No No No No No No No No No No No No <br />Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right <br />Median Width(ft)12 12 28 28 <br />Link Offset(ft)0 0 0 0 <br />Crosswalk Width(ft)16 16 16 16 <br />Two way Left Turn Lane <br />Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Turning Speed (mph)15 9 15 9 15 9 15 9 <br />Number of Detectors 1 1 1 1 1 1 1 1 1 <br />Detector Template Left <br />Leading Detector (ft)40 40 40 20 40 40 106 40 106 <br />Trailing Detector (ft)0 0 0 0 0 0 100 0 100 <br />Detector 1 Position(ft)0 0 0 0 0 0 100 0 100 <br />Detector 1 Size(ft)40 40 40 20 40 40 6 40 6 <br />Detector 1 Type Cl+Ex 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 0.0 <br />Detector 1 Queue (s)0.0 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 0.0 <br />Turn Type Perm NA pm+ov Perm NA Prot NA Perm NA <br />Protected Phases 4 5 8 5 2 6 <br />Permitted Phases 4 4 8 6 <br />Detector Phase 4 4 5 8 8 5 2 6 6 <br />Switch Phase <br />Minimum Initial (s)7.0 7.0 7.0 7.0 7.0 7.0 12.0 12.0 12.0 <br />Minimum Split (s)15.0 15.0 14.0 15.0 15.0 14.0 20.0 20.0 20.0 <br />Total Split (s)41.0 41.0 44.0 41.0 41.0 44.0 79.0 35.0 35.0 <br />Total Split (%)34.2% 34.2% 36.7% 34.2% 34.2%36.7% 65.8%29.2% 29.2% <br />Yellow Time (s)5.0 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 2.0 <br />Lost Time Adjust (s)-2.0 -2.0 -2.0 -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 5.0 5.0 5.0 <br />Lead/Lag Lag Lag Lead Lead <br />Lead-Lag Optimize?Yes Yes Yes Yes <br />Recall Mode None None None None None None C-Max C-Max C-Max <br />Act Effct Green (s)22.6 22.6 66.6 22.6 22.6 39.0 87.4 43.4 43.4 <br />Actuated g/C Ratio 0.19 0.19 0.56 0.19 0.19 0.32 0.73 0.36 0.36 <br />v/c Ratio 0.07 0.03 0.49 0.68 0.04 0.50 0.18 0.01 0.29 <br />Control Delay 37.6 36.1 11.0 57.5 29.6 28.5 1.4 28.5 29.0 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 37.6 36.1 11.0 57.5 29.6 28.5 1.4 28.5 29.0 <br />LOS D D B E C C A C C <br />Approach Delay 12.6 55.4 16.3 29.0 <br />Approach LOS B E B C <br />Queue Length 50th (ft)13 6 132 129 6 221 11 2 106 <br />Queue Length 95th (ft)33 20 180 192 23 255 20 11 162 <br />811