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EWEB Master Plan <br />October 2012 <br />e <br />O HIGH ST <br />w <br />JjL <br />> <br />161 LDE �5 <br />Q <br />70.5 DA=12.9 <br />Q <br />S 3 <br />10� � <br />o <br />titr <br />Q <br />HIGH ST <br />Q <br />351 `510 <br />w <br />Jj <br />W <br />> <br />CM =EB <br />s LOS <br />d <br />VIG_O.D9 <br />t <br />O <br />e <br />HIGH ST <br />W <br />Jl <br />Q <br />M =EB <br />65 LOS =C <br />H <br />VIC =0.2G <br />t <br />HIGH ST <br />w <br />SA O <br />J <br />Los =c tlao <br />= <br />0.".7 x]35 <br />VIC =0.81 <br />t <br />HI <br />W <br />Q 751 LOS =O <br />= 13as� Dekz6.z <br />it <br />EWER PARKING <br />® LOT DRIVEWAY <br />> 1 crows t,5 <br />= 2 10 122 X530 <br />sir <br />w CM= CRITICAL MOVEMENT(UNSIGNALIZED) <br />w <br />LOS = INTERSECTION LEVEL OF SERVICE <br />SIGNALIZED)ICRITICAL MOVEMENT LEVEL <br />OF SERVICE (UNSIGNALIZED) <br />Del= INTERSECTION AVERAGE CONTROL DELAY <br />(SIGNALIZED)/CRITICAL MOVEMENT CONTROL <br />DELAY (UNSIGNALIZED) <br />VIC = CRITICAL VCLJME- TO- CAPACITY RATIO <br />Q MILL ST <br />7 > <br />Z¢ <br />Jl,L <br />= <br />H <br />15-, Del =8.8 <br />VIC =0.02 <br />W <br />�<5 <br />Q <br /><5 LOSEB <br />' <br />o <br />/IO =0.00 <br />titr <br />Q <br />MILL ST & DRIVEWAY <br />Q <br />351 `510 <br />w <br />, 1=2 . <br />nso, 0 ,1=2 . 1 rays <br />> <br />201 CM= L 'S <br />= <br />a <br />225 DOW 1.9 r26 <br />1 vlc =6.zs �' <br />titr <br />® HILYARD ST <br />w <br />> <br />crn.Ea <br />,5 LOS =A <br />= <br />H <br />15-, Del =8.8 <br />VIC =0.02 <br />= <br />t <br />® <br />HILYARD ST <br />OEWEB SITE DRIVEWAY <br />tQ <br />r L <br />Q <br />351 `510 <br />? 0� LDS =A —5 <br />2� DekH.5 r6 <br />, 1=2 . <br />nso, 0 ,1=2 . 1 rays <br />O <br />Vlp =0.59 <br />m <br />qtr <br />A COBURG RD <br />> <br />MINIB <br />Q <br />LOSF X295 <br />= <br />Del = >56 <br />v <br />tr <br />OEWEB SITE DRIVEWAY <br />w <br />> <br />nS <br />Q <br />H <br />? 0� LDS =A —5 <br />2� DekH.5 r6 <br />a <br />V /Ca1.01 <br />L <br />J!, <br />CIA =E6 <br />W5 =0 <br />36 Del=26.2 <br />V/G =0.13 <br />RD <br />2021 BACKGROUND WEEKDAY PM PEAK HOUR OPERATIONS <br />EUGENE,OREGON <br />Ii KITTELSON & ASSOCIATES. INC. <br />TRANSPORTATION ENGINEERING/ PLANNING <br />