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Application Files_82693_pg0365
1: Chapel Rd & Route 5 Signal Timings and Queues 2015 Build Weekday PM Peak Hour (with Mitigations) ' Ell - ": 3._ Lane Configurations c ' tt if tT Volurrie (vph) 1 _-15 140 15 20 1010 115 - 55 1256 Lane Group Flow(vph) 0 77 154 159 24 1217 139 70 1602 , Turn Type Perm Perris Prot, Perm Prot Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 2 , Detector Phases 4 4 4 4 5 2 2 1 6 Minimum Initial (s) 9A 1 9.0 9.0 9.0 6.0' 15.0 15.0 6.0 15.0 . Minimum Split(s) 20M 20.0 20.0 20.0 12.0 21.0 21.0 12.0 21.0 Tota[Split(s.) 20.0 D 20.0 20.0 12.0 58.0 58.0 12.0 58.0 Total.Split 22.2% 22 2% 22.2% 22.2% 13.36% 64.4% 644% 13.3% 64.4% Yellow.Time (s) 3.2 3.2 3.2 3.2' 3.0 4.17 4.7 3.0 4.7 All-Red Time (s) 2.6 2.6 2.6 2.6 2.5 1.2 1.2 2.5 1.2 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Recall Mode Nome None None ''None None 'C-.Max C-Max None Max v/c Ratio 0.24 0.71 0.42 0.17 0.56 0.14 0.46 0.67 Control Delay -1 6.8 54.0 1'f 2 49.6 3.6 0:5 49.3 11.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Tot at Qelay 16.8 54.0 7�1.2 49.6 3.6 0.5 49.3. 11.1 Queue Length 50th (ft) 13 82 8 15 36 0 39 195 Queue Length 95th (ft) 25 #164 60 m25 57 m0 71 322 � _. _ . Internal Lihk Dist(ft) 959 941 1360 745 Turn Bay Length (ft) 400 300 300 250 ' Base Capacity(vph) 341 235 401 150 2159 1016 154 2406 Starvatiori.Ca,p.Reductn 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 Reduced v/c Ratio 0.23 0.66 0.40 0.16 0.56 0.14 0.45 0.67 KTer^E�1 �1Ct53lTrlth:e ys } f � � ,, a. kOWN_ Cycle Length: 90 ' Actuated Cycle Length: 90 Offset: 37(41%), Referenced to phase 2:NBT, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated # ,95th percentile volume exceeds`.capacity, queue may be longer Queue shown is maximum after two cycles. m.. Volume,for 95th ercenfile queue is metered by u sfream s na1F- WOO K- ' Splits and Phases: 1: Chapel Rd &Route 5 01 f 02 '� " 04 05 i 06 J:\72189.10\tech\Traffic\synchro\2015 B-PM with Mitigations.sy7 Synchro 6 Report VHB, Inc.