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Home My WebLink AboutApplication Files_82693_pg0361 1: Chapel Rd & Route 5 Signal Timings and Queues 2015 Build Weekday PM Peak Hour t lsane::Groin EBC .. EBT,. 1�1tBT RfB1 NBT lB SB..P _ Lane Configurations c i 'fi r Vi _ tt r 0 Volume(vph} - 1 `15 14.0 15 20 -1010 f 15 55 Lane Group Flow(vph) 0 77 154 159 24 1217 139 70 1602 Turn Type Perin, Perm Prot" Perm" Prot � � Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 2 �; Defector Phases 4 4 4 4 5 2 2 1 6 Minimurrr Initial; s 9.0 9.0 9.0 9.0 6.0 15.0 15.0 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) 20.0 20.0 .20.0 20.0 30.0 40.0 ` 40.0 30.0 Total Split(/o) 22.2% 2.2.2% 22.2% 22.2% 33.3% 44.4% 44.4% 33.3% 44 4% Yellow Time(s) 3.2 3.2 3.2 3.2 3.0 4.7 4.7 3.0 4.7 All-Red'rime (s) 2 6 2.6 2.6 2.6 2.5 1.2 1.2 2.5 12 LeadlLa,g I I Lead Lag Lag Lead ,-Lag ✓ Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None , None None None C-Max C-Max 'None Max v/c Ratio 0.24 0.71 0.42 0.17 0.58 0.14 0.38 0.64 Control Delay 16.8 54.0 11.2 26.5 24.8 11.1 43:1 9.2F Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 Total Delay 15.8 54.0 11.2 26.5 24.8 11.4 43.1 0.2 k . Queue Length 50th (ft) 13 82 8 12 316 17 38 195 9 Queue Length 5th`(ft) 25 #164_ 60 m16% 420 m77 66 326 Internal Link Dist(ft) 959 941 1360 745 Turn Bay Length,(ft) 400 300 300 250 Base Capacity(vph) 341 235 401 487 2100 992 502 2496 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 0 0 0 0 ' - - MAX- �:. Reduced v/c Ratio 0.23 0.66 0.40 0.05 0.58 0.14 0.14 0.64 3-Ffi� � .,�,�' t - r +zr v*` yam'-;' ri. -s`, -zi��• -r � 1 Y 3�--`:, _ Cycle Length: 90 Actuated Cycle Length 90 Offset: 0 (0%), Referenced to phase 2 NBT Start of Green Natural Cycle: 70� b Control Type Actuated Coordinated # 95fh ereentile Volume exceeds'ca acit , ueue ma.'be Ion er " AN . p �.. - P Y q y 9 � _.0O W Queue shown is maximum after two cycles. m Volume for 95th_'lp entile-queue is metered by upstream signal's «s Splits and Phases: 1: Chapel Rd & Route 5 � � 01 m2 m4 m5 # m6 J:\72189.10\tech\Traffic\synchro\2015 B-PM,sy7 Synchro 6 Report VHB, Inc.