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CONCEPTS CONSIDERED <br />C� cil!y Analysis fpr Plannin pi Junctions <br />P16,1,1 +lar. <br />p•Ver.I <br />l«a: cr.! <br />Mgretney T5 Aeaese Puenrxng $h7dy <br />T42. J04.4500 <br />714 r0 s Jarvis ST (94F2A61� <br />Flet ventor 41,,2613 <br />IZEIl iny o+taln. Sawa <br />Cvn1p2dr.11 :ens <br />Jarvis St. CAP-XAM-1 <br />Capacity Analysis for Planning of Junctions <br />Input Workshsel <br />TYPE OF <br />70661 (IOW') <br />ResuIia <br />for Ill ir52Gtions <br />low 4 (W.sij <br />f <br />1161.1611141211 <br />1 <br />TYPE OF INTERSECTION <br />Shutt <br />a.w 11144111 <br />CLI YAC <br />DM.. 111.111 <br />CLY Y.+C <br />Ae11 rem¢ <br />CLI WC <br />S 4 IRs., <br />CLY WC <br />Lw 3Maw ho <br />CLV YeC <br />$refai ,4c <br />11.10 <br />1 <br />ON <br />Waft <br />12 <br />Cam utlnrd <br />FULL <br />T <br />tan! i <br />tan! 7 <br />417 1 <br />926 <br />g,6j <br />0.6i <br />lnw 1 <br />10 <br />18 <br />11 <br />14 <br />¢ <br />2 <br />Canyur4lemul Shanxi ITT LH <br />GSRL1165 <br />News <br />84410 <br />OA? <br />k0 <br />kk21 <br />,. <br />2::2 <br />0.9 <br />1 1(1 <br />$$ <br />D. <br />i <br />3.1 <br />3.2 <br />17 <br />Ouadranr 1,164dway <br />-,-.. <br />LE <br />E <br />PAESI <br />aln Eng <br />23 Lel <br />WillB7' <br />CAI,1.74 <br />en <br />ff ! <br />DV <br />AO <br />4-11 <br />120 <br />3li <br />[ <br />[ <br />pr.1934 <br />29 agg <br />up <br />24 fin <br />998 <br />474 <br />PM <br />34 <br />R -W <br />OE <br />pima <br />prim967' <br />elpl <br />$p1 <br />gag <br />alai <br />[ <br />4 <br />9 <br />1 <br />1 <br />15 <br />1 <br />5 <br />12 <br />t <br />4-1 <br />4.2 <br />Parllat dicplarod Leh Tu n <br />N-5 <br />EW <br />Ful L <br />26 gm <br />4 o..vr <br />Pi.. <br />956 egg <br />488 _. <br />PPP.075 <br />454 y <br />Lily <br />454 kif959 <br />969 <br />gii. <br />gm, <br />g, <br />0.11 <br />9..59 <br />0.61 <br />[ <br />[ <br />[ <br />A <br />96 go <br />r <br />6 <br />Ghp1iosd La t Tuen <br />GA <br />6.2 <br />R.strlded Crossing U•Turn <br />N-`; <br />EE IV <br />585 kg <br />a6 $. <br />1196 kg <br />469 gig <br />2786 1.,12 <br />462 Qr.0 <br />2171 La <br />476 kfl <br />MIMI <br />p <br />AR <br />gag. <br />1.77 <br />OM <br />0.51 <br />4.42 <br />[ <br />[ <br />I <br />7.1 <br />7 2 <br />Warm LLTum <br />I4-5 <br />f.H.PAM <br />14 <br />26 gm( <br />V <br />160eaAds <br />pr. <br />941 <br />$gt <br />EMI <br />R7 <br />Perlld Wdlanll•hrn <br />tU <br />1 <br />31 fitt <br />10.416 <br />fely <br />928 <br />2 <br />0.61 <br />W 1 <br />412 <br />E_V1pm= <br />Fos <br />MI <br />gp <br />945 <br />O5 <br />g <br />0.57 <br />7 <br />Jarvis St. CAP-XAM-1 <br />Capacity Analysis for Planning of Junctions <br />Input Workshsel <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />Jarvis St. CAP-XAM-2 <br />44 <br />TYPE OF <br />70661 (IOW') <br />Aesults <br />70.173 (Earl) <br />1tlr Roundabouts <br />a¢na2 ( l I) <br />low 4 (W.sij <br />f <br />1161.1611141211 <br />1 <br />TYPEl5FINTERCHANGE <br />Sheol <br />217 Ierh lige <br />COI 7rC <br />i.'...401a lay. <br />CRY Idl <br />Pd!1Ob.11 <br />CRV VM <br />1 <br />ON <br />K. Il <br />M.IC <br />awe.i 1411. NIF <br />CLY libC <br />Ranking <br />Ranking <br />awes. xu <br />%110 <br />T <br />tan! i <br />tan! 7 <br />417 1 <br />0.4• a <br />New 7 <br />Un. 7 <br />lnw 1 <br />6E61 <br />Nr61- <br />Loma 1 <br />(moot <br />News <br />84410 <br />OA? <br />k0 <br />kk21 <br />,. <br />2::2 <br />0.9 <br />1 1(1 <br />$$ <br />Prs'81J fllpnrineFtil <br />kik <br />1.79 <br />bl96pia¢�OL.dTYrir <br />LW <br />DM <br />14.1 <br />142 <br />a.m..Crossoref <br />LYsn►sM <br />CAI,1.74 <br />15,1 <br />15.2 <br />WO, Poled <br />2~-41 <br />i <br />1 X 2 <br />OE <br />.111. <br />$p1 <br />6.97 <br />1 <br />11 <br />2 <br />ga <br />jaz <br />j22 <br />ga <br />LSD4. <br />1,72 <br />[ 1 <br />3.4 <br />a.3.2 <br />$0 <br />91$2 <br />0.46 <br />0.47 <br />aur <br />4QOUy' <br />0 <br />090 <br />IL a <br />all <br />MI 8H <br />$gt <br />M <br />m <br />0,93. <br />0�2 <br />7.41r <br />0.01 <br />10.416 <br />fely <br />17-37 <br />2 <br />7.411 <br />W 1 <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />Jarvis St. CAP-XAM-2 <br />44 <br />Results <br />11)7 fnterehartges <br />1 <br />TYPEl5FINTERCHANGE <br />Sheol <br />217 Ierh lige <br />COI 7rC <br />i.'...401a lay. <br />CRY Idl <br />Pd!1Ob.11 <br />CRV VM <br />1 <br />ON <br />K. Il <br />M.IC <br />awe.i 1411. NIF <br />CLY libC <br />Z.....60.5-00 <br />CLY 6 C <br />awes. xu <br />%110 <br />Singling <br />10.1r <br />19.2 <br />C11anRYl9 <br />.r <br />7 %F. <br />,- <br />/ '-'•' <br />1 <br />/' <br />{ <br />15 <br />18® <br />rz <br />Ila <br />0,12 <br />15 0.41 <br />144 ftfil <br />0 $, , <br />24 22.! <br />2422 zit <br />15 gal <br />975 kg <br />25 2,[22 <br />445 Le <br />33 <br />654 <br />19 <br />MB <br />y5 <br />OW <br />8 <br />446 <br />2.2;0.02 <br />gal <br />g`s <br />222 <br />2,$2 <br />g9 <br />14 <br />1402 <br />kil <br />$§$ <br />7 <br />965 <br />2 <br />960 <br />7 <br />1.lC1 <br />OA? <br />k0 <br />kk21 <br />,. <br />2::2 <br />0.41 <br />4A1 <br />4..11 <br />0.01 <br />0.11 <br />1221 <br />674 <br />042 <br />4..42 <br />i <br />i i <br />Ir 1 <br />[ 1 <br />IL 1 <br />I 1 <br />I 1 <br />1 14 <br />I 1 <br />1 1 <br />11-1 <br />111,,8' <br />Prs'81J fllpnrineFtil <br />kik <br />18.1 <br />133 <br />bl96pia¢�OL.dTYrir <br />LW <br />24 ER_,.-' <br />454 ¢2¢ <br />27 LIU <br />449 ga <br />3 LE <br />449 211 <br />14.1 <br />142 <br />a.m..Crossoref <br />LYsn►sM <br />WE <br />( <br />15,1 <br />15.2 <br />WO, Poled <br />2~-41 <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />Jarvis St. CAP-XAM-2 <br />44 <br />