Commonwealth Center, Draft Project And Environmental Impact Report, Eoea No. 7113 Final

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14.5 14.5 PHAS I NGS E A S T B OU N D WE S T B OUN D 1 t r p 1 t r p 1 * * NORTHBOUND SOUTHBOUND GREEN Y+R PRE/ACT 1 t r p 1 t r p * * 15.5 5 A ;ycle= 60, * * * * . 14 LOST=24.0 SUM V/S CRIT= 0.43 TOTAL V/C= 0.72 A LEVEL OF SERVICE WORKSHEET DIR L GRP SAT //c CM g/C C dl EB L-T 1800 0.72 * 0.26 60.0 15.41 1345 NB T 1800 0.30 0.34 60.0 11.00 1214 NB R 1800 0.72 * 0.34 6 0.0 13.07 516 d2 PF De lay LOS Avg Q 95% 1 . 56 . 85 14 42 B 10.8 33 0.0 0.85 9 35 B 3 . 8 12 3 . 96 0.85 14 48 B 4.1 1 3 DIR D
...elay LOS EB 14.42 B NB 11.93 B INTERSECTION DELAY 3.34 INTERSECTION LOS=B SASAKI fSSuCIATES INC USING CINCH (U£R 2.1) BV SASAKI ASSOCIATES, INC.
FfiOJtUi HAKt: uuHHuWtftLIH liNfkK M ckujtfci MsMtK: ybAi.ua bVl SHft 10-19-1989 11:37:06 1SS5 HCM - CHAPTER 3: KNEELAND STREET/SURFACE ARTERY AM PEAK HOUR 1996 NO-BUILD CONDITIONS LAST DATA SET NAMES LOADED OR SAVED VOLUME=KNSAAMNB GEOMETRI CS=KNEESURF LOCATED IN CBD:N VOLUME S*. GEOME TRIGS VOLUMES # OF LANES TH RT TOTAL LT TH RT 174 179 715 1 1 1 586 24 Shi I GNAL I ZED >IGNAL = KNEESURf DIP.


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