Laserfiche WebLink
EWEB Master Plan <br />October 2012 <br />e <br />O HIGH ST <br />O <br />w <br />�jL <br />Z¢ <br />101 LOS =C �P6 <br />= <br />110~ DA=1a.5 ~ 1 0 <br />V <br /><5 LOSEB <br />� �I ' <br />o] M <br />o <br />w� <br />titr <br />© <br />m� <br />Q <br />HIGH ST <br />w <br />r +� <br />z <br />201 CM =NB X15 <br />O <br />os� <br />2p~ o 35 <br />z <br />1jL <br />a <br />mom' uM =wa �zo <br />x <br />w <br />Los =C <br />`5� ~40 <br />� � <br />w <br />'= <br />VIC=D..2 <br />vlc =o.ls <br />titr <br />e <br />HIGH ST <br />w <br />�l <br />Q <br />M =EB <br />65 LOS =C <br />H <br />VIG =0.34 <br />t <br />HIGH ST <br />w <br />SA O <br />J <br />> <br />Los=c <br />r <br />= <br />gp <br />� <br />VIC=0..5 <br />VIC =0.84 <br />tit <br />HI <br />w <br />a 1101 Los =c <br />= 1360 oekzo.a <br />it <br />EWER PARKING <br />® LOT DRIVEWAY <br />> <br />= 23 o 1aB� <br />H - 5 7 �,_ 2405 <br />a `1iP <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 />MINIB <br />Z¢ <br />�1L <br />W <br />�<5 <br />Q <br /><5 LOSEB <br />� �I ' <br />o] M <br />o <br />w� <br />/IC =0.00 <br />titr <br />e� <br />© <br />MILL ST EXTENSION <br />j <br />CM.NB <br />w <br />r +� <br />C us=c �ssa <br />201 CM =NB X15 <br />S <br />os� <br />2p~ o 35 <br />H <br />VIC =3.4S �— <br />a <br />' tI <br />® HILYARD ST <br />z <br />0 <br />O <br />s 1 Los =a �1u <br />MINIB <br />6 Os1 =8.6 -6 <br />Q <br />15 � VIC =0.G2 X150 <br />w <br />qtr <br />tr <br />O <br />® <br />HILYARD ST <br />j <br />CM.NB <br />r L <br />o <br />C us=c �ssa <br />a <br />rz`as� oei =zs.2 raao <br />O <br />vlC =oss <br />m <br />sir <br />A COBURG RD <br />j <br />MINIB <br />Q <br />L05=F �a65 <br />= <br />H <br />Del = >56 <br />\r/C =,1.0 <br />v <br />tr <br />O <br />NEW SITE ROAD <br />j <br />CM.NB <br />Q <br />H <br />345 LOS =C r20 <br />40� eek21.1 r6 <br />V /Cy.1.52 <br />tir <br />L <br />�1 <br />CIA =EB <br />W5 =0 <br />36 VC4..2 <br />V/G =0.13 <br />t <br />RD <br />2021 TOTAL TRAFFIC WEEKDAY PM PEAK HOUR OPERATIONS <br />EUGENE,OREGON <br />Ii KITTELSON & ASSOCIATES. INC. <br />TRANSPORTATION ENGINEERING/ PLANNING <br />