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CONCEPTS CONSIDERED <br />Capacity Analysis for Planning of Junctions <br />Input Worksheet <br />TOPE OF <br />f Ih3ONDAID0I! <br />9.1 11L1 <br />82 1 X 2 <br />13 L LL <br />2.422 <br />27Lj <br />leers 3 (E814) <br />1101 . Um 7 Um a Um l Um 7 Lem1.0.1 <br />Zeree2/R.tA ace 4ROW) <br />3.E7" 3E9; <br />1_-02 169 i�7' 164 1.91 <br />0, <br />L Ail4.Li ill s his ]SE II& VZ _did <br />4•6,a � r r oar Lwi 1,77 Od9 p74 1 <br />▪ TYPE OF IINTERGI,ANGE <br />10.1 <br />41amaAd <br />16.4 <br />MOM Clavidorr <br />77.7 <br />11.2 <br />/rw.IITh Id , 21:r.5911& x®.A Ili, 11 <br />$heel <br />cLV Y. C1.V 19 CLV VWC <br />P <br />Ica 212 <br />137 <br />13,1 <br />13I4 4514LohTurn <br />13.2 <br />14-1 001*14 c40220rw <br />14.2 DismondC- C <br />15.1 <br />11.2 <br />WO Point <br />Lam l ram. 8 Zand. L. 114, Zara Line Kw <br />CLu VaI 0131 9 0 CO/ 9"0 <br />537 2Z <br />1457 <br />406 <br />n .rilnlrig <br />AJ5 <br />1209 ¢, <br />210, a r I25 0_os <br />1>tneM x3 <br />Rallo <br />2.151 <br />0.25 <br />062 <br />041 <br />0.4E <br />Thurston Ave. CAP-XAM-2 <br />Capacity Analysis for Planning of Junctions <br />N t1MI Nei <br />emimi <br />lo:.,n•� <br />ar . <br />Input Wcrki1 0.I <br />Rgbwd}r i11 Actsss Planning State_ <br />rah. I14 4 r <br />JN r0 8 Megan Mr r2903 FM <br />November G 2813 <br />C. Irca' Lana V. rLunu Scam <br />.: 12p] 1200 . 1399 1444 -1 S4r9 <br />5 0 I 0 15 <br />Results for Einersactions <br />TYPE OF I IERSECTION Shia <br />1 CNd14n.I <br />2 Garnrr,dorw,I Shulyd RI Lll <br />8.2 <br />Uwdranl RnrW. y <br />3.3 <br />&4 <br />41 <br />#� Paoli][Nq'4rard LaR h.n <br />5 E52248222L4411V11 !� <br />41 <br />Rierr1c71e Crosalis LFTL.n <br />6.2 1 <br />7.7 <br />7.2 Medlin 11-Turn <br />Prow Maw Al <br />4RT.m <br />2.2 <br />1151. A4'.I.1} I Zama Alsa..i r...OIFMII a...atw.SI <br />i.e.SQrvlrl <br />CLY Vre ICLV W,C CV/ VIC CLV 51IC CLY YcC <br />290 2,44 <br />737 AA 737 M. <br />231 <br />[seal! r e <br />F14115 <br />344 ga 228 Ail <br />/ <br />7341 Ibjg 1257 2� <br />3512 $I$'! 336 gia 1247 Q.P4 1257 024 <br />1741 ¢a <br />1914 ILIN 1247 2,8411321 <br />11 <br />14 iG <br />1518 1.01 <br />438 AU 41® Ur F <br />1354LU 1315 2_0 <br />434A22 <br />743 kit 1223 Ls <br />! ✓ IS,S a91 102/ 2E; 1493 1.00 <br />1323 083 <br />1519 LU <br />1323 Jj <br />1491 <br />1491 Eu <br />1434 4 H <br />045 <br />0.43 <br />Rar*ung <br />111 <br />14 <br />4 <br />11 <br />1 <br />0.93 <br />0.94 <br />22.% <br />1.01 <br />1.18 <br />1;18 <br />11.141 <br />1J00 <br />it 6 <br />Thurston Ave. CAP-X PM-1 <br />HIGHWAY 10 ACCESS PLANNING STUDY 42 <br />