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Home My WebLink AboutApplication Files_82693_pg0320 4: 1-291 EB Ramps & Route 5 Signal Timings and Queues 2015 No-Build Weekday AM Peak Hour Lane Configurations t r T I tt r ' ft , ` Volume(vpk) 440 135 440 345 35, 70 610_ 100 45 820 170:! Lane Group Flow(vph) 478 147 478 421 98 73 635 104 48 882 183 , Turn:Typ6 Split , Free Split Prot Perm Prot Free. -` Protected Phases 4 4 7 7t 1 6 5 2 Permfted Phases Free 6 Free Detector Phases 4 4 7 7 1 6 6 5 2 ' Minimum Initial(s), 9.0 9.0 9.0 9.0 5.0, ' 15.0 15.0 5.0 15.0 Minimum Split(s) 14.0 14.0 14.0 14.0 11.0 21.0 21.0 11 0 21..0 Total.Split(s} 26 0 26.0 0.0 20 0 ;20.0 14.0: 30.0 , 30.0 14.0 _ 30 0 0.0 Total Split(%) 28.9% 28.9% 0..0% 22 2% 22.29/. 15.6% 33 3% 33.3% 15 6% 33 3%0 0.0% Yellow Time (s 3.0 3.0 -3.0 3A 3.0 . 5.0 All-Red Time(s) 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 1.0 LeadlLag . ', Lead Lag ; Lag ;Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall M®de ; None None None None one C.-Max,C Max 'None C-M 0ax v/c Ratio 0.74 42 0 32 1.07 0.23 0.48 0.50 0.17 0.35 0.76 0.12 ' Control [fie 0 4 5 =0.6� bb 8 [7 2` = 49 4 25.4 . 5.8 21.3 36.6. 0 1 �,. Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0 0 TotaC De1a XMIN 14 34 n .r 0$ 17 2 49.4 . 25.4 5.8 '21.3 36 6 0,1 Queue Length 50th (ft) 131 73 0 -271 20 40 155 0 25 283 0 Queue Length 95th(ft}, 175 ;123 $� 56 82 222 36 m22 rii#364 m0 Internal Link Dist(ft) 1175 998 1144 1391 Turn Bay Length %ft} 300 500 400 550 125 550, Base Capacity(vph) 792 430 1495 395 423 193 1261 630 193 1156 1553 Starvation Crap Reductn 0 0 0 �0 0 : 0 0 ;- 0 ' 0 0 .0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap'!Reductn 0 0 0 0 0 0 0 ,, 0 0 0 " 0 ' Reduced v/c Ratio 0.60 0.34 0.32 1.07 0.23 0.38 0.50 0.17 0..25 0.76 0.12 Cycle Length: 90 � >, � xst + ' Actuated Cyc L I ength Offset: 0 (0%), Referenced to phase 2 SBT and 6 NBT,Start of Green Natural Gycle Control Type:Actuated-Coordinated t VolumeeXceeds_ca cap ueue is theoreticall infinite _. '�� IM p Yq Y Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may longer Queue shown is maximum after two cycles. m Volume.for 95fti' ercentile queue is metered ti u stream s nal ra ' Splits and Phases: 4: 1-291 EB Ramps& Route 5 ' 01 o2 04 07 3a 'ti _ , . o5 f 06 fm J:\72189..10\tech\Traffic\synchro\2015 NB-AM.sy7 Synchro 6 Report VHB, Inc.. '