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Application Files_82693_pg0363
1: Chapel Rd & Route 5 Signal Timings and Queues 2015 Build Weekday AM Peak Hour(with Mitigations) n t rnup. BL, -JEBT 8 Lane Configurations +4 f° tT1 Volume(vph) 5 15 420 10 10 950 100 1 1260 Lane Group Flow(vph) 0 92 452 '102 11 1067 11 Z 'i 137,5 � Turn Type Perm Perm Prot P nIn Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 2 _ Detector Phases 4 4 4 5 2 2 1 6 Minimum Initial(s) 9.0 y.0 9.0 y 0 Fa.O 15.0 15b 6 0 Minimum Split(s) 20.0 20.0 20.0 20.0 12.0 21.0 21.0 12.0 21 0 Total Split{s) 40.0 40.0 4flA 40.0 12.O 34,0 34.0 16.0 "38 T" ` 9 l Total Split(%) 44.4% 44.4% 44.4% 44.4% 13.3% 3'Ui% 37.8% 17 8% 42 2% h 1 Yellow Time(s) 12 3.2 3.2 3.2 3.0 4Y 4.7 3.0 4 7 All-Red Time (s) 2.6 2.6 2,6 2.6 Z5 1.2 1.2 2.5 1 2 Lead/Lag Lead Lag Lag 'Lead Lead-Lag Optimize? Recall Mode None None None None None (.-,Max G-Max ,Noel ..,"Max v/c Ratio 0.14 0.91 0.16 0.08 0.87 0.18 0.67 0.82 Control Delay `1.6 50.7 5.5 4&7 19.0 3.5 54.6 25.7 Queue Delay 6.0 0.0 0.0 6.0 0.0 0.0 0.0 0.0 Total"belay 7.6 50.7 5.5" 483 19.0 3.6' 54.6 25.7 = Queue Length 50th (ft) 10 228 4 5 246 17 74 328 � Queuo Length 95th (ft 24 #405 34 m7 #425 m18 -#145 #606 =M Internal Link Dist (ft) 959 941 1360 745 Turn Bay Length (ft) 400 300 300 250 Base Capacity(vph) 703 535 693 147 1231 621 219 1682 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage'Cap Reductn 0 0 0 0' 6 . 0 0 0 Reduced v/c Ratio 0.13 0.84 0.15 0.07 0.87 0.18 0.62 0.82 Cycle Length: 90 Ac#uated Cycle Length4 9 r- Offset: 10 (11%),Na Referenced to phase 2 NBT,Start of Green ,Natural Cycle:A .; .. ' Control Type:Actuated-Coordinated M percentile volume exceeds capacity,queue maybe longer , Xk. _.n. Queue shown is maximum after two cycles. m .Volume,"for 95th percentile queue is metered b u stream;si nal i Y p g � _.. ?� _.e _2 1"_ Splits and Phases: ♦ 1: Chapel Rd & Route 5 01 f 02 o4 - �. . r `r 05 06 M RN. H)OWN _ _ Wm J:\72189.10\tech\Traffic\synchro\2015 B-AM with mitigations.sy7 Synchro 6 Report VHB, Inc.