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CONCEPTS CONSIDERED <br />Capacity Analysis tor Planning of Junctions <br />Input Workshoel <br />kd flway= W 49091.i Plemlrf13 awry <br />742 rM580 <br />YN 00 Abbe Or fffir3 PJ4FF <br />Nknlmhor 21. ?3I3 <br />• TT PE OF INTERSECTION <br />2h..i <br />Coro rrrrmYY <br />2 C;ar.irlinual Shawl r r ul <br />31 <br />3.2 <br />3.7 <br />34 <br />4.1 <br />4.2 <br />6 <br />2.1 <br />62 <br />Clundra11I Roadway <br />Partied Displaced Leh ISM <br />1921.1. <br />MEL <br />Easplapld L.R TIN" <br />R..tlkl.d c2ouWg lkiurn <br />7.1 <br />7.2 <br />8.1 <br />!L2 <br />2l.tnan t1-Turn <br />Portal kkdienUTurn <br />1303ults for Intefsections <br />1km11R4,.1 flan* <br />C4Y Y+C CLV WC <br />S4 <br />1103 <br />i J <br />La.. ] lbw Ski 41A to Leefresele B': lot <br />CLV W 1CLY Vie GIN VC <br />1140 an <br />63 <br />i16?s <br />1046 AN 11e.2 <br />iT2f 1OW 5144 <br />66 <br />g� <br />ME <br />66 QQ4 <br />83 MI <br />r 1140 '? 1055 12,21 <br />J,'1I3$7 <br />512 Q,t 1121 Mg 1081 LF@ <br />73 ai1Ea OW En Qg1 1121 gAi <br />1353 ca% 7)2 $ <br />1121 gip 616 gm 1226 gSZ 644 fuL <br />25 gig 16 OW ZIFF <br />/ 1110 Qp 54a Q, <br />21 ea23 11100 <br />1110 gm, 626 g5 1100 Mg <br />2700 1_60 3227 <br />1661 <br />169➢ gff <br />1120 21g <br />421410 <br />0.69 <br />0.71 <br />0.71 <br />0.70 <br />2.70 <br />2.05 <br />0.70 <br />12691 <br />12.70 <br />0.69 <br />CLOD <br />11 <br />13 <br />11 <br />1 <br />11 <br />15 <br />7 <br />15 <br />9 <br />Alpine Dr. CAP-X PM-1 <br />Capacity Analysis for Planning of Junctions <br />Input Worksheet <br />Results lei Roundabouts <br />TYPE OF <br />f BOIJNDA&O10 <br />9.1 1 X 1 <br />42 <br />0.3 <br />9.4 2 X2 <br />0.6 3 X 3 <br />ion!. 1 Mnrli” 24[I4 a (Eau) <br />Zoo* 2{South) Zan. 4 (WI.) <br />U.M a Lim]. Lanr 1 lama 44m1 Lam 1 lanr 1 1,41.44 Lam4 44,41 60.42 144w* <br />41/ <br />2.41 <br />• TYPE OF PPITERCHANCIE 2h..1 <br />Diamond <br />10.1 <br />10.2 <br />11.1 <br />11.2 <br />12.1 <br />11$,2 <br />14.1 <br />14.2 <br />18.1 <br />15.2 <br />POW C1P1i0eltat <br />DIspl.wd Loh Turn <br />C40.21 ww <br />4201Ikteld <br />dins 6 %int <br />Imo <br />gat <br />ESE IN <br />Ele <br />Wm. 1115 Mid ,.....1IW.11 24,614 Kr. a from; lanp, rw, 4.43 14.10 <br />CL4 Y1C CLY YIG CLY Y1C CLY Vie CLY VC CLY VC <br />18 <br />1092 4 <br />. � r <br />6▪ 4 <br />1121 <br />Efi <br />fat <br />Ea ia99 <br />54 <br />1114; <br />2241 <br />ZIP <br />48 0011 <br />0_69 <br />461 <br />25 <br />1081 <br />26. <br />»2.21r' <br />1072 gib <br />2.22 767 <br />0.02 2S <br />0_68 1063 <br />3 • 0 <br />23.49 <br />O.d1 <br />0.66 618 <br />222 SS OM 0 <br />663 p., ! 100 R�.RD <br />5r 0.64 <br />1139 0.70 <br />o_00' <br />0_39 <br />222 <br />212 0.34. <br />0 o.on! <br />412 0.96 <br />Cnrsea8 Y:i' <br />Makl <br />Pari+Pn3 <br />Cowan Yr t <br />205 <br />001 <br />4. <br />0.03 <br />12711 <br />004 <br />8 <br />7 <br />1 <br />0 <br />1 <br />4 <br />10 <br />3 <br />1 <br />Alpine Dr. CAP-X PM-2 <br />HIGHWAY 10 ACCESS PLANNING STUDY 47 <br />