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EWEB Master Plan <br />October 2012 <br />e <br />O HIGH ST <br />w djL <br />151 LOS =CPO <br />= 120 De624.8 ~100 <br />V <br />titr <br />Q HIGH ST <br />z <br />O <br />z 1jL <br />16 �' uM 1N6 �z6 <br />x Los =0 <br />w `5� De <br />w vlc <br />=D.23 ~ 40 <br />� =6.za � <br />t� <br />F <br />e HIGH ST <br />w �l <br />M =EB <br />Q 85 LOS =D <br />45, De632.7 <br />H VIC =0.55 <br />t <br />HIGH ST <br />e <br />w <br />J <br />Los =c tlso <br />= 0ek3a.3 r3as <br />� VIC =0.85 <br />t <br />HI <br />w <br />a 1151 Los =c <br />= 2050 Dek20.6 <br />� VIC =O.]5 <br />it <br />EWER PARKING <br />® LOT DRIVEWAY <br />> 51 <br />= 2 95~ o 15.4 jp <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 />(SIGNALPFD)ICRITICAL MOVEMENT CONTROL <br />DELAY (UNSIGNALIZED) <br />VIC = CRITICAL VOLJME -TO- CAPACITY RATIO <br />Q MILL ST <br />O <br />7 > <br />Z¢ <br />�1L <br />6� eat =128 <br />LOSF �a95 <br />W <br />�,5 <br />Q <br />d ¢ <br /><5 LOSEB <br />5 Del =11.1 1J <br />' <br />o <br />w� <br />/IC =6.00 <br />titr <br />e� <br />© <br />MILL ST EXTENSION <br />HILYARD ST <br />CM.NB <br />w <br />r +� <br />Q <br />LOSS X35 <br />_ <br />a <br />2]5� <br />20 eel =16.8 � ,5 <br />1 vlc =6.az <br />1300 ee1=36.4 1730 <br />VIC =O]d <br />titr <br />® HILYARD ST <br />z <br />0 <br />O <br />,5 L08=8 4 1u <br />MINIB <br />6� eat =128 <br />LOSF �a95 <br />{ -15 <br />1s6 <br />w <br />qtr <br />tr <br />O <br />NEW SITE ROAD <br />® <br />HILYARD ST <br />CM.NB <br />Q <br />H <br />3]0� LOS =C r20 <br />d0� Dek23.2 r6 <br />V /01.55 <br />r L <br />o <br />- uS =D `885 <br />D <br />1300 ee1=36.4 1730 <br />VIC =O]d <br />m <br />qtr <br />A COBURG RD <br />j <br />MINIB <br />Q <br />LOSF �a95 <br />= <br />H <br />Del = ,l. <br />\r/C =�1.6 <br />v <br />tr <br />O <br />NEW SITE ROAD <br />j <br />CM.NB <br />Q <br />H <br />3]0� LOS =C r20 <br />d0� Dek23.2 r6 <br />V /01.55 <br />tir <br />L <br />Y1 <br />CIA =EB <br />LOB =E <br />40 � Da1=39.6 <br />V/C =O. ?6 <br />t <br />RD <br />2031 TOTAL TRAFFIC WEEKDAY PM PEAK HOUR OPERATIONS <br />EUGENE,OREGON <br />Ii KITTELSON & ASSOCIATES. INC. <br />TRANSPORTATION ENGINEERING/ PLANNING <br />