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Application Files_82693_pg0357
1: Chapel Rd & Route 5 Signal Timings and Queues 2015 No-Build Weekday PM Peak Hour Group _t�IBF Lane Configuration< g - Volgme(vph)_ 15 130 15 20 10110 '1 i,) it , 1255 Lane Group Flow(vph) / 143 109 2j9 12V 13t� 5Y 1602 � i uri i 9_Ypu I'('i l'o 14"r t_[i 6'roi- I I("ri I I` °fi t i Protected Phi,(,: A Ai P f Permitted Phaso ' rl Detector Phases j /i A ,i � Minimuin ICI Jol (0 0 9:0 e,.0 �)A) ,;.0 (j:0 Minimum Split(s) 20.0 20.0 20.0 Ott ➢ 12.0 21.0 21.0 12.0 21.ti . Total'Split(s} 20.0 20.0 20.0 ' () 30.0 /10:0 40.0 30.0 40.0 ._ "WON Total Split(%) 22.2% 22.2.% 2.2.2% /, .I 3.3% '/i.4% 4A.41)X) 33.3% 44.4% YellovuTime (�,} >.r° .r, 3. 9 1 t ,i 1, 10 4.7 T All-Red Tinir, O 2(j 1 I> 1,11113 F�.ra i 2.5 1.2 Lead/Lag; .. _ � .. �. ��.�� �.r i�l Lay .Icd Lead ' Lags Lead-Lag ®ptunize? Yes a Yes Yes I IA io d, I°Iof w Nof w i4ol1C; How, Niol Ic IVI"I�i hlQlrw Iviiage v/c Ratio ti 0,67 0.32 0.17 1.'y�s 0.13 0.33 O.Mi ')1.1 12A 27.8 i.:r 10.0 °42.,'? '! 1 ri .. Control Delay a,. `. ft>,t. Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Rro I 10 1.1 V.'', P, '.J.."j 10.0 /12A 1-I.0 Quoun l.c.ngth 50th (ft) 13 76 8 I> A-19 1.3 '3 196 _ Queue length 95th (ft) "25 rf�142. 52 nci(i /120 III/i�� ��? 32Y Internal Link Dist(ft) 959 9//'l -1360 745 Etnii 11<ay I_('ritltli 40(} ;381(l 300 Base Capacity(vph) 341 2;3:A 3(33 ),215 '1(X'W 502 2415 Sfarvation Cep Re�lzir;in (9 0 C> 0 0 0 0 0 Spillback Cap Rediwhi 0 0 0 0 ,Storage GoI, I Ind[tisir 1 U 0 0 0 Reduced v/c Ratio 0.23 0.61 0.30 0.05 0.55 0.13 0.11 0.66 Cycle Length: 90 Actuated Cycle Length:, ,9Q . Offset: 0 (0%), Referenced to phase 2ABT, Start of Green Natural C y c1e: 70 ; Control Type:Actuated Coordinated 95th percentile'volu,me;exceeds'ca acif ,queue may be longer. �` P Y Y 9 '= :�f 1� Queue shown is maximum after two cycles. m :.Volume for 95th percentile queue-is metered by upstream signal SCSI Splits and Phases: 1: Chapel Rd & Route 5 A I o2 w # o4 05 06 J:\72189.10\tech\Traffic\synchro\2015 NB-PM.sy7 Synchro 6 Report VHB, Inc.