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Hillsborough Industrial Site 2023 Build PM <br />100: Old NC 86 & Rippy Lane/Waterstone Drive Timing Plan: PM Peak <br />Lanes, Volumes, Timings Synchro 10 Report <br />Stantec Page 1 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)4 4 4 392 4 332 4 749 326 240 631 4 <br />Future Volume (vph)4 4 4 392 4 332 4 749 326 240 631 4 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)0 0 300 0 200 425 300 0 <br />Storage Lanes 0 0 1 1 1 1 2 0 <br />Taper Length (ft)100 100 100 100 <br />Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.95 <br />Frt 0.955 0.850 0.850 0.999 <br />Flt Protected 0.984 0.950 0.953 0.950 0.950 <br />Satd. Flow (prot)0 1750 0 1681 1686 1583 1770 3539 1583 3433 3536 0 <br />Flt Permitted 0.798 0.950 0.953 0.384 0.950 <br />Satd. Flow (perm)0 1420 0 1681 1686 1583 715 3539 1583 3433 3536 0 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR)4 366 362 1 <br />Link Speed (mph)25 35 45 45 <br />Link Distance (ft)1013 1441 1110 1308 <br />Travel Time (s)27.6 28.1 16.8 19.8 <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 />Adj. Flow (vph)4 4 4 436 4 369 4 832 362 267 701 4 <br />Shared Lane Traffic (%)50% <br />Lane Group Flow (vph) 0 12 0 218 222 369 4 832 362 267 705 0 <br />Turn Type Perm NA Split NA pm+ov Perm NA pm+ov Prot NA <br />Protected Phases 4 331 2316 <br />Permitted Phases 4 3 2 2 <br />Detector Phase 44 33122316 <br />Switch Phase <br />Minimum Initial (s)7.0 7.0 7.0 7.0 7.0 12.0 12.0 7.0 7.0 12.0 <br />Minimum Split (s)25.0 25.0 14.0 14.0 14.0 25.0 25.0 14.0 14.0 25.0 <br />Total Split (s)25.0 25.0 29.0 29.0 21.0 45.0 45.0 29.0 21.0 66.0 <br />Total Split (%)20.8% 20.8% 24.2% 24.2% 17.5% 37.5% 37.5% 24.2% 17.5% 55.0% <br />Maximum Green (s) 18.0 18.0 22.0 22.0 14.0 38.0 38.0 22.0 14.0 59.0 <br />Yellow Time (s)5.0 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 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 Lead Lag Lag Lead Lead <br />Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes <br />Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 <br />Recall Mode None None None None None C-Min C-Min None None C-Min <br />Walk Time (s)7.0 7.0 7.0 7.0 7.0 <br />Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 <br />Pedestrian Calls (#/hr) 0 0 0 0 0 <br />Act Effct Green (s)9.2 22.8 22.8 42.7 59.5 59.5 87.4 16.9 81.4 <br />Actuated g/C Ratio 0.08 0.19 0.19 0.36 0.50 0.50 0.73 0.14 0.68 <br />v/c Ratio 0.11 0.68 0.69 0.46 0.01 0.47 0.29 0.55 0.29 <br />Control Delay 43.6 56.1 56.7 3.6 23.2 23.9 1.6 52.1 9.6 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 43.6 56.1 56.7 3.6 23.2 23.9 1.6 52.1 9.6 <br />268