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CONCEPTS CONSIDERED <br />Capacity Analysis for Planning of Junctions <br />how WowWham <br />Dor. ri'14.4 <br />Kigen4dy it rIc 904 Panning Semnly <br />p r a LlArm YGi4'L' Sum <br />104. Inlersaelians <br />heats *mew : <br />T42. foczo7 <br />mLcc2.4.tr1. C®nllglsallrans <br />s <br />Laoria. <br />DI 10 S Suf1LA lei' HHV 12702 ANJ <br />. 1294 <br />1204 - 1944 1404 , 1 -' ' <br />2 1694 <br />On. <br />lineWo6a9m 21, 22!613 <br />7 <br />4 6 <br />13' <br />Sunfish Lake Blvd. CAP-XAM-1 <br />Capacity Analysis for Planning of Junctions <br />Input Workahoat <br />Re5u11.s 1110 Roundet142uls <br />TYPE OF <br />RC41610A90U <br />Low 1 irlaira <br />Lae* 1 Laws 2 Lw. <br />Zane 3 (Eas.0 <br />LM,s r LM,l2 LAVAI9 <br />Zan! 2 4$c i 11 <br />taro 1 tart Lmr4.1 <br />Zen.4 Reel) <br />L.'.1 Lu42 Lw. <br />Overall tinc <br />Rorie <br />314 <br />1.61 <br />2 E2 <br />149 <br />1.47 <br />Raniung <br />11 <br />2 <br />4 <br />2 <br />1 <br />Resu Its <br />104. Inlersaelians <br />Results <br />for Interchanges <br />s <br />TYPE OF INTERSECTION <br />111..1 <br />rs..1r31as. <br />GLV WC <br />m...s.a...K <br />UM VC <br />ra1.3;E..I} <br />CB!'PC <br />Maw m nln.l <br />CLY 'f.G <br />Zeardgarn <br />CLV VC <br />overall 4.e <br />ReIIo <br />Franklin <br />1 <br />vot1 0rrll <br />75.+.1 .Cr 2. <br />CLu Y•C <br />F 9 Li mRmi <br />C.4.6' v <br />rix m iRl Mom <br />ay IT <br />69nroll ,i,2 <br />R.tie <br />Ranking <br />1431 Mr' <br />13.94 <br />f 6 <br />7 <br />2 <br />C611..rNianal Shared RT LN <br />gla <br />pall MIIIIIIMilirrAIWIFAIN <br />155 rlig <br />517 <br />52 <br />1468 <br />0.42 <br />44.4 <br />3.2 <br />2..2 <br />5314 <br />LA1rarM Roadway <br />ta <br />WAWE <br />472 E2g <br />pr-erre2763 <br />WA <br />7 <br />1610 1.01 <br />1563 0_06 <br />125. 0 701 <br />1389 OAF <br />1211 075 <br />141 <br />1.73 <br />641 <br />L <br />14 <br />2 <br />lie <br />IIIIM <br />41l14 <br />5 <br />2 <br />4.1 <br />Pa171a1OIeFi.oedLehTum <br />NAI <br />216 12Z <br />26 gjil <br />0.14 <br />g <br />1369 Q,E§ <br />0,96 <br />4.2 <br />E_W1403 <br />MEM <br />140 0009 <br />426 <br />0M <br />4 <br />OLapl.cad Lott Tran <br />Full <br />315 gelPAM <br />1555 445 <br />577 202 <br />1353 0.85 <br />0135 <br />I <br />15 <br />1 <br />0.1 <br />6.1 <br />R. ended Creasing! 11.1kwn <br />7E5 <br />E-441 <br />858 QM <br />760 a 7 <br />1597 Q,§ <br />1312 0,97 <br />2416 LM <br />527 Qty¢ <br />2415 > <br />1434 <br />rallil <br />2.11 <br />0.94 <br />7,1 <br />7.2 <br />8.1 <br />Medial LL7urn <br />VrrdW Mellon u <br />14-2 <br />far <br />730 <br />3.4 <br />rdp <br />prtffl <br />Iffl <br />1677 1.25 <br />1691 IN <br />1521 1114 <br />125 <br />1.09 <br />1114 <br />12 <br />13 <br />111 <br />224 416 <br />438km <br />6.3 <br />-Trap <br />11 <br />$Q2 <br />0.29 <br />7671 j.• <br />105 <br />14 <br />Sunfish Lake Blvd. CAP-XAM-1 <br />Capacity Analysis for Planning of Junctions <br />Input Workahoat <br />Re5u11.s 1110 Roundet142uls <br />TYPE OF <br />RC41610A90U <br />Low 1 irlaira <br />Lae* 1 Laws 2 Lw. <br />Zane 3 (Eas.0 <br />LM,s r LM,l2 LAVAI9 <br />Zan! 2 4$c i 11 <br />taro 1 tart Lmr4.1 <br />Zen.4 Reel) <br />L.'.1 Lu42 Lw. <br />Overall tinc <br />Rorie <br />314 <br />1.61 <br />2 E2 <br />149 <br />1.47 <br />Raniung <br />11 <br />2 <br />4 <br />2 <br />1 <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />Sunfish Lake Blvd. CAP-XAM-2 <br />54 <br />Results <br />for Interchanges <br />TYPE OF INTERCHANGE <br />Sheen <br />Lau 11Th o11 <br />CLY VC <br />Par.Z011iiil <br />CD; +f.'a <br />iks , 2.t 11 <br />CLV IWO <br />75.+.1 .Cr 2. <br />CLu Y•C <br />F 9 Li mRmi <br />C.4.6' v <br />rix m iRl Mom <br />ay IT <br />69nroll ,i,2 <br />R.tie <br />Ranking <br />14.1 <br />l <br />155 rlig <br />517 <br />52 <br />4.22 <br />11 <br />1E42 <br />LY1 <br />G-11 55s. <br />1028 <br />0049 <br />0.14 <br />g <br />7 <br />d1_I <br />140 0009 <br />426 <br />0.27 <br />R.27 <br />. <br />1 <br />141.2 <br />Partial 1or.rkal <br />E- <br />1396 2.23 <br />431 <br />027 <br />654 <br />a <br />6 <br />1:114.14444 L.1nTrrrrS <br />i71 <br />432 7'. <br />S6 <br />11 <br />$Q2 <br />0.29 <br />g <br />4 <br />F�Yf <br />152 <br />877 <br />1501 4_96 <br />1343 <br />0 se <br />1141 <br />9.60 <br />f. <br />9 <br />dva11G1iF Gr9ml78YBr <br />165 <br />164 <br />4_ry <br />216 <br />0054 <br />755 0.75 <br />24 <br />0.01 <br />135 <br />0.917 <br />ie <br />0.111 <br />6.16 <br />` <br />T <br />Diamond <br />5-W <br />541 <br />pad <br />1603 <br />4.05 <br />1604 MOD <br />314 <br />212 <br />1852 <br />la <br />1446 <br />1146 <br />1.16 <br />16 <br />15.1 <br />tE5 <br />115 <br />816 <br />211 O.46 <br />1 <br />4 oif <br />4.16 <br />! <br />2 <br />Single Paint <br />15.2 <br />541 <br />1271 5 <br />951 <br />466 <br />0.72 <br />1 <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />Sunfish Lake Blvd. CAP-XAM-2 <br />54 <br />