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Home My WebLink AboutApplication Files_82693_pg0382 6: Chapel Rd & Route 30 Signal Timings and Queues 2015 Build Weekday AM Peak Hour (with Mitigations) ' a,iet € s {_ IwE3L �8T UttBL�NB P .y- 1 x„.Bt�L fSf t 81 - Lane Configurations T4 Tr t Volume(vph) 40 55 76 90 A0 90 15 310 285 Lane Group Flow(vph) 47 100 81 128 11 113 0 349 306 Turn Type pm+pt Perm pm+pt Perm Perm : Protected Phases 3 4 4 1 2 2 Permitted Phases 4 4 .,2 2 2 Detector Phases 3 4 4 4 1 2 2 2 2 Minimum In"itial (s). 5.0 15.0 15.0 15.0° 5.0 18.0' 1;8.0, " 18.0 18.0 Minimum Split(s) 10.0 20.0 20.0 20.0 9.0 22.0 22.0 22.0 22.0 Tofial Split(s) 25.0 30.0 30;0 3O Q 11.0" 34 0 - 34..0 34A 34 0 � Total Split(%) 25.0% 30 0% 30.0% 30 0%° 11.0% 34.0% 34.0% 34.0% 34..0% Yello Time,(s) 3.0 3.0 3.0 3,0 3.0. 3 0 ; 3.0 3.0 3 0 E. �..� All-Re.d Time (s) 2-0 2.0 2.0 2 0 10 1.0 1,0 1.0 1 1.0 Lead%hag Lead Lag Lag Lag Lead Lag . ,Lag Lag Lags' _ q Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall MbdaW. NotiNone None None None Min Min Min Min ; ' v/c Ratio 0.13 0.22 025 0.28 0.03 0.12 0.36 0.31 = Control DelayYu' . 14,5 15.5- 20.9 18'3 11s 0. ' 10.6 12.7 2.9 Queue Delay 0.0 0..0 0.0 0.0 0 0 0.0 0.10 0.0 Total Deia �� 155 20 9 18 3 1"I ff 10.E 12.7 2.01 : - -� ; Y R � ��" Queue Length 50th (ft) 7 12 13 19 1 14 54 0 Queue Length95th'(ft 68 89, 9 63 1"97 Internal Link Dist(ft) 1869 1186 2685 1220 Turn Ba' Len th ft�� 5t� 150 110 300 f Base Capacity(vph) 460 618 437 630 366 987 1054 1033 Starvation Cap;;Reductn. 0 0 `._�K.. � E -in' .: - .. Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storages Reductn' 0 0 0 0 0 '_-0 0 ' 0 ; Reduced v/c Ratio 0.10 0.16 0.19 0.20 0.03 0.11 0.33 0.30 Cycle Length: 100 Actuated C c1' Len th:69 1� Y 9 � � _ Natural Cycle: 65 ControlType:.PActuated-Uncoordinated � � w ,... {:-11., Splits and Phases: 6: Chapel Rd& Route 30 m1 ' m2 03 o4 OWNEW Now 1 1 J:\72189.10\tech\Traffic\synchro\2015 B-AM with mitigations.sy7 Synchro 6 Report ' VHB, Inc.