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CONCEPTS CONSIDERED <br />Capacity Analysis for Planning of Junctions <br />Input Work!Fmel <br />Results for dloundabouls <br />e <br />D <br />D ul i <br />133 <br />TWE OF <br />R6UFIOA11,017 <br />Zcne 1 (N00'} <br />41na . tart, 2 Lin 7 <br />182 <br />272 <br />Zane 3(E314) <br />44.4 + 44.4. r Lin <br />ae m 215k*114111 <br />4anr 1 4anr r Laura <br />Zone! (Weep <br />4ee41 4104 r Lon4.4- <br />Omani v. c <br />140111, <br />Henkinrp <br />a <br />TYPE OF INTEFICHANGE <br />Shaw <br />2c. 1ah Ygi <br />ELV V C <br />liesulte <br />:r Interchanges <br />Bum lit. II <br />CLY V,C <br />Li, IIIi.?n <br />CLY V C <br />'--'f(u lam <br />CLY V.G <br />7.... a,fi1Mai <br />CLY 5 <br />owe, it, <br />R11io- <br />Aorr� p <br />2.rt11t Yr" <br />CLY Y..0 <br />161 <br />10.2 <br />pura•�+M <br />14=5 <br />W <br />704 <br />111;1 <br />704 <br />701 <br />743 <br />741 <br />044 <br />0.5r <br />0.41 <br />0_44 <br />1115 <br />w <br />265 <br />0;7 <br />276 AIC. <br />+o49 Zfill <br />167 0_12 <br />067 0_3T <br />.124 0l7 <br />1544 sug <br />30U 029 <br />537 <br />1457 Le <br />446 0.25 <br />588 0_47 <br />IQ l23 <br />1419 tit <br />116 0_07 <br />7 6 0_46 <br />201 0_03 <br />Il S tom: <br />154A Le <br />125 0_O3 <br />1525 <br />114 0.07 <br />196G 0.5% <br />(634 <br />cse <br />UL3 <br />4652 <br />4:44 <br />0.41 <br />e-46 <br />1,6 <br />0.99 <br />O.51 <br />r <br />G <br />L <br />11 <br />r <br />1 <br />r <br />I <br />2 <br />1 <br />1 <br />4 <br />7 <br />i <br />3 <br />14 <br />1 <br />1 <br />11.1 <br />11..2 <br />PafIiI Clov.aiKa1 <br />H_',..` <br />_-1V <br />1n 1 <br />1;1.2 <br />glaprerwl UM ,urn <br />F,}2 <br />Lit <br />14.1 <br />14.2 <br />DOLMA CIOSAO....r <br />i}iorro20d <br />EA. <br />1047 <br />1. <br />1631 IN <br />2063 I <br />16.1 <br />162 <br />5UNA Palm.tfj <br />Lit <br />763 <br />1295 l <br />Thurston Ave. CAP-XAM-2 <br />Capacity Analysis for Planning of Junctions <br />input W4r1111%,-+.+1 <br />k•owc! N,». <br />Pccc-Itnb.r <br />4a1. <br />1{goway 10 Access PYarw Su* <br />142 1Ca6 .21 <br />TFf t4 i Thli1f11n Ave fi0l3 FM <br />Ndrwnbir d, 2013 <br />[rJG'ivf Law 4 fr nr$r1 m <br />A4.•oep1a51rCG lIgurallnns <br />1764 1240 • 1320 1400 -1 <br />1644 <br />5 9 8 15 <br />Results Mr NMrsecllons <br /># <br />TYPE 01 4TER EI TIfT#d <br />ShgW <br />i r1.4..h <br />ad.. raw.•,: ram.. r4Suw.w <br />,I <br />ZMI 4IW.il <br />... <br />i.si{.. i <br />q+..a l c <br />FlaMin <br />CL11 V'CH CLY Y C f CLY V,C <br />CLY V.t. <br />UV VC <br />n371b <br />1 <br />Cc•IYemlcnal <br />FULL <br />1%Y 09E <br />446 <br />1 <br />2 <br />1`.ix nrlpnel 5h1i d RT LH <br />Can <br />�v.43 <br />166e 17/e <br />Los <br />a <br />& 1 <br />SW <br />ITS, j,gp <br />1616 til <br />101 • <br />i n <br />d.2 <br />N_E <br />629 cupMIIN <br />1323 083 <br />16 1 <br />I4 <br />OusGranl RaaaeN.m11 <br />0.95 <br />3,$ <br />T37 ¢ <br />717 <br />1511 CLU <br />r <br />3.1 <br />___ <br />231 Q,f <br />1797 LS <br />1323 Q$,p1' <br />1.1c 9. <br />11 <br />4.1lir§ <br />tuba( f1415lacad Lest Turn <br />ass to <br />255 g. t¢ <br />14$3 221 <br />0.33 <br />3 <br />0.93 <br />6.x.4410511Pir1247 <br />ZE <br />1257 In <br />1491 4 <br />2 <br />$ <br />Glapleeed Leh Turn <br />nILL. <br />269 An <br />756 12.1$ <br />QV g ...1257 <br />22@ <br />1444 $$4 <br />4.So <br />1 <br />5.1 <br />neserklbd Uptakes INTue <br />1554 II: j <br />1301 gm <br />3645an <br />38^4 ta <br />NM <br />2 611 . <br />15 <br />6..2 <br />Elk <br />1618 `O1 <br />1309 24QQ <br />1347 994 <br />1333 60u <br />/ <br />Lai En <br />e <br />7.1 <br />438 raz <br />463 2 <br />16O 1-1a <br />l.ISU <br />13 <br />7.2 <br />Wean U-Turn <br />LA <br />13254 $m <br />15t5 Qom.+ <br />iim 1 ii <br />Lig <br />is <br />/ <br />. <br />&1 <br />LI} <br />139 gei2 <br />743 Q <br />1693 jug <br />1A0 <br />G <br />Panlal Madbl 44Tiom <br />Alerillir131S <br />1Jn0 <br />6.2 <br />4.62 <br />1027 5.61 <br />1643 140 <br />6 <br />Thurston Ave. CAP-X PM-1 <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />42 <br />