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CONCEPTS CONSIDERED <br />Capacity Analysis For Planning of Junctions. <br />1r-p111 Wo112111041 <br />n+oYr I111nq <br />.r.iigfrokly 1l ACIC6$S Prdrlr141L1' Surely <br />,ryc41 La, Ycfumr SurP, <br />rre.rI *and .: <br />T42. roam <br />L..a.Ian <br />TH 006 &I:dub Lzko LAM ger2 AM) <br />K: 129.2 <br />IWO- 13241444.1SiY <br />Nd 29169 21.2613 <br />7 <br />4 <br />6 <br />F3es1.1I1s 104 Inlersoclians <br />TYPE OF INTERSECTION <br />E1ltllal <br />au,.,;IL....v. <br />z.r.s,,la,a1I <br />Sam 1r1..0 <br />Um Arnim <br />215141.1[{.nwi <br />{h+M11114.0 <br />1ParrlLarrg <br />CLY Vr6 <br />cut we <br />CLV ibe <br />I CLV V C <br />CLY V C <br />RErlio <br />-. <br />1 <br />00049 1119' 14 <br />- <br />14E31 <br />0 A4 <br />6 <br />2 <br />COrwerlfkrralSham] RT LN <br />7� <br />1440 <br />e.92 <br />t <br />3.1 <br />' <br />SW <br />r7,7472 <br />ET <br />- <br />1610 1.01 <br />1643 aos <br />1,€1 <br />12 <br />CAladrar21 Ruarlwey <br />tkt, <br />4' gail12763 <br />in <br />Wil. F. <br />i251 a art <br />1,73 <br />14 <br />S..] <br />430 UT <br />499 831 <br />1399 007 <br />0,97 <br />A <br />2 <br />SA <br />10. W <br />163 ${ <br />15182 24/N <br />1211 0_76 <br />119 <br />■4 ! <br />s <br />4-1 <br />Par1121 OIepleced Leh Taal <br />316 ZyZi <br />26 2,1Z <br />1249 Lit <br />0,86 <br />g <br />2 <br />9,99 <br />42 <br />E_WIPAPP" <br />1328 <br />697 fix1403 <br />$il <br />r <br />4 <br />S <br />1311y112eed LAM Tun <br />F .1 & <br />316 mil''. <br />25 0$rj <br />.1 ass 6BS <br />597 7 <br />1253 0435 <br />e,E5 <br />I <br />I <br />0.1 <br />lie§ <br />944 gjj <br />4627 pja <br />5416 1,11 <br />2315 LSI <br />prAgilli <br />2.14 <br />15 <br />Ragircied CraaaYlq LI.N an <br />1302 067 <br />277 L. <br />ia30 DX <br />Arr. <br />61.911 <br />32 <br />E W <br />700 p,47 <br />1 <br />7,1 <br />MaleIF7wn <br />Ftl-5 <br />2123 514 <br />244 R22 <br />1677 146 <br />1.115. <br />1 <br />17 <br />7.2 <br />Elf <br />616 gm <br />1144 IM7 <br />1698 IN <br />1.46 <br />I <br />13 <br />0-1 <br />ftaaMarl yir8enYLee <br />I. <br />Zee 0,14 <br />SA km <br />7 <br />ism tee <br />104 <br />19 <br />y <br />3,/ <br />$,2 <br />� <br />fib �7 <br />IIQ$ Q� <br />1671 LEM <br />101 <br />Ip <br />Sunfish Lake Blvd. CAP-XAM-1 <br />Capacity Analysis for Planning of Junctions <br />Input Warhthc L <br />Results tar Raundabouls <br />1 <br />1aL1 <br />0-2 <br />7 <br />112 <br />4.4 <br />212 <br />0.3 <br />12) <br />lent 1 IFIorCri <br />1.4r1 Lrrt1 Lrrti <br />1.07 <br />2.21 <br />lE <br />Zane 3 (Eas13 <br />Lae1 a LE, 2 Lew <br />Zen! 2 tSoutlh5 <br />Lwl Lien 1 Lrrts <br />Resu'i5 <br />For interchanges <br />rs1la1 Mrs) <br />SoxWrnl <br />as 3IOk II <br />Zn, ICt-2 <br />da. f:L1 III Ihaw <br />ten' Um Ouornll Y'C <br />R <br />TYPE OFINTERCHANGE <br />Sheet <br />CLV Y,+C <br />CLY If.'C <br />CLY ,PO <br />CLY V.0 <br />ELM V;C <br />ON Y'C Ritla Ranking <br />101 <br />pyrrgrq <br />E5 <br />166 9112 <br />517 E,Si <br />D32 II 5 <br />10.2 <br />S' , <br />4-1.1 AM <br />1938 0_43 <br />0.63 1 7 <br />11.1 <br />Partial Clorerkal <br />Fay <br />140 0_09 <br />426 0.27 <br />0.27 g_ 1 <br />11.2 <br />1- 1' <br />666 6_28 <br />421 027 <br />r <br />1Ll <br />54 4 <br />Ill <br />DIa0lBoidLet Tian <br />Cpi <br />471 up <br />432 2,2.1 <br />S6 QQ¢ <br />16 CO 0.29 g4 <br />112 <br />_07 8.27 <br />1441 <br />1349 o1L1; <br />1Icy,P oliou 5 <br />14 <br />Do.A4.Crowoor <br />Fos <br />156 0_70 <br />216 6_13 <br />246 OAS <br />24 0.01 <br />1125 0.07 <br />10 0.111 6.11 • 1 <br />14 2 <br />Clomend <br />Eig <br />541 4i <br />1643 IA <br />1505 <br />516 2_,Tt <br />1052 .LIE.1446 <br />0,66 1,16 16 <br />e3.1 <br />IiS gle <br />241 22,4 <br />n ILfi 1L16 rt <br />Single Point <br />III <br />is.2 <br />541 ft2I <br />1279 ILI <br />361 085 0.79 a <br />Sunfish Lake Blvd. CAP-XAM-2 <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />54 <br />