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CONCEPTS CONSIDERED <br />Capacity Analysis for Planning of Junctions <br />Inpia WorkahoN <br />P,4') NW.= <br />highlredy 70 A.tals.S .nateh°1rlkg S'1 y <br />CN''aM LIMO 61411/114 54421 <br />for Into1188Gt16f15 <br />P14i5a Mrraie <br />TO. WSW <br />c 1200 <br />22 <br />Acurptablir CunlIqurat uns <br />L 1E00 <br />6 <br />Laeirnn77! <br />10 d Jipina O✓ 43)723' PhP1 <br />12111. 181 r' .'lei €_ <br />1 0 <br />mg. <br />P15wunbac 21,2013 <br />Alpine Dr. CAP -X PM -7 <br />Capacity Analysis for Planning of Junctions <br />Input Warkshori <br />Rosul15 <br />for Into1188Gt16f15 <br />Ftssults <br />Ina itountla56uIs <br />5 <br />TYPE OFINTERSECTION <br />04*1 <br />[v+11411.4.1 <br />CLY Y.0 <br />n.r5 nb0.1 <br />CL4 V.'C <br />M+ 1 ram. <br />CLV V'C <br />8aft4Mein <br />CLY WC <br />16,41-b0 Oi,vra„. Ode <br />Wain; <br />CLV VIC $i0 <br />1 <br />41Tl W thH <br />0.i <br />1 X 1 <br />QJ <br />gi3 <br />0.07 <br />$115 <br />4..3 <br />Ail <br />gAN <br />10 ggl. <br />6140 2.110.71 <br />76 AZ <br />1072 gLoi <br />l8 LL21. <br />767 <br />SS 00,1 <br />1053 aso <br />0 LWSir <br />0€3 lif <br />41 <br />2 <br />31 <br />32 <br />Cuntrerrllon0I.3IW dil7k11 <br />GSRL.Mr <br />rtl <br />107 gjaRI <br />. <br />0SS <br />0.45 <br />UM <br />1779 LE <br />plApAl <br />1426 <br />1163 g,2 <br />14.3.3 go <br />1999 An <br />2.73 <br />760 <br />2.77 <br />13 <br />7 <br />1 11 <br />tiva[lrant Roadway <br />''- <br />0.3 <br />UM <br />3 3 <br />6 <br />S.E. <br />r <br />E.S. __ _C <br />Fr <br />1094 $$i <br />0.69 <br />1 <br />34 <br />N -W <br />09 <br />ralpril <br />mriffid- <br />1003 erg <br />0.71 <br />11 <br />4 7 <br />4 z <br />S <br />61 <br />6# <br />i..7 <br />Parilal Oisplacid UN Iran <br />r¢5 <br />E_W'PAPPAS1125 <br />75 <br />An <br />1121 g Q <br />1539 la <br />1991 , <br />g,510 <br />1081 ALM <br />9170 <br />279 <br />27.3 <br />15 <br />t <br />7 <br />15 <br />9 <br />041p1502.1142 Tula <br />FULL <br />33 Li <br />IBnhk141 Gump U.Turn <br />01241/511 11-7620 <br />rl_s <br />E -W <br />f ' 1 <br />1959 4,¢E <br />1111 ¢,1 R <br />2544 <br />726 ea <br />614 LH <br />OD <br />2720 Lap <br />1976 gm <br />BEM <br />9767 72¢ <br />644 241 <br />WM <br />5044 g,70 <br />295 <br />9179 <br />D.65111 <br />a 2 <br />� <br />1179 g,rai <br />0.70 <br />4 <br />1 <br />61 <br />Part Median Muni <br />15 <br />1199 AR <br />9.69 <br />442 <br />al <br />E_W <br />Irrl <br />CrOlA <br />MI <br />Fp <br />1199 AR <br />222 <br />5 <br />Alpine Dr. CAP -X PM -7 <br />Capacity Analysis for Planning of Junctions <br />Input Warkshori <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />Alpine Dr. CAP -X PM -2 <br />47 <br />fHWte <br />Ftssults <br />Ina itountla56uIs <br />4 <br />1 <br />TYPE OF <br />Rdlrta 130u <br />7 <br />241141 LNesC4 <br />42111 1aa5 7 Wort <br />Zone 3(E4rl) <br />Wm , l..1 14'0 1 <br />Zeno 2{ <br />Lwr 1 lwr l <br />11 <br />Lint 1 <br />Zana i (Wit) <br />tr..' L. 7 44013 <br />� Vic 11/15110 <br />Rollo <br />0.i <br />1 X 1 <br />QJ <br />gi3 <br />0.07 <br />$115 <br />4..3 <br />Ail <br />gAN <br />10 ggl. <br />ib 2.1. <br />1042 gLEF <br />6 222 <br />461 2,24% <br />1061 <br />34 $517 <br />656 2,11 <br />3F 0.04 <br />9134 0.77 <br />76 AZ <br />1072 gLoi <br />l8 LL21. <br />767 <br />SS 00,1 <br />1053 aso <br />0 LWSir <br />0€3 lif <br />O <br />012 <br />c_6 <br />$4g <br />AM <br />aoa <br />006 <br />24414'g <br />000 <br />450 <br />{ <br />m <br />241 <br />434 <br />0..60 <br />. <br />0SS <br />0.45 <br />2_26 <br />201 <br />1,47 <br />1,415 <br />1.047 <br />1011 O. <br />1161T1r' <br />11'91`1'7!' <br />"arm94 <br />#2.YAC <br />MTN' <br />0.2 <br />1-3 <br />Double cto <br />Efi <br />El/ <br />0.3 <br />5740 La <br />1401 La <br />6 <br />S.4414.Pmn1 <br />2 X 3 <br />9.5 <br />3 X 3 <br />Off <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />Alpine Dr. CAP -X PM -2 <br />47 <br />fHWte <br />row Int lir r=han.gip% <br />4 <br />TY4r INTERC44,414 E <br />Sheol,.. <br />2'1.ILIOI.V-:WN' <br />CLV V C <br />.. <br />CL Ir 4-C <br />1....2144, II <br />CLY Y.'C <br />244.1{ii1 <br />-CtV 6.0 <br />h.-,.1. ei <br />CLV Y'C <br />2wrt4U4MLp comil.'C <br />Iia Ming <br />CLV WC R*I''' <br />19:1 <br />10.2 <br />I v1dtfl <br />Lit. <br />sl,p, 1 <br />IN 1121 g <br />54 p$1 <br />1999 up <br />42 6.6J® <br />1099 0.64 <br />10 ggl. <br />ib 2.1. <br />1042 gLEF <br />6 222 <br />461 2,24% <br />1061 <br />34 $517 <br />656 2,11 <br />3F 0.04 <br />9134 0.77 <br />76 AZ <br />1072 gLoi <br />l8 LL21. <br />767 <br />SS 00,1 <br />1053 aso <br />0 LWSir <br />0€3 lif <br />$0 <br />0 0_00'.... <br />510 0.339 <br />0 2,2, <br />610 MI <br />0 @_60'. <br />412 0315 <br />0.40 <br />1.M <br />e.01 <br />0.* <br />9.42 <br />DA <br />4.01 <br />1.96 <br />0.M <br />0.71 <br />... 1 <br />' I 7 <br />I, 1 <br />1 1 <br />F 4 <br />[ • <br />It 1 <br />I 14 <br />IIID 1 <br />I 1 <br />11.1 <br />11.2 <br />Par141 ClawMe <br />rr <br />1 <br />Ell <br />111 <br />582 <br />Dlaplanad led Turn <br />thE <br />1 <br />11,1 <br />14.2 <br />Double cto <br />Efi <br />El/ <br />os.s <br />L11f11620 <br />5740 La <br />1401 La <br />15.1 <br />15.2 <br />S.4414.Pmn1 <br />iik <br />� <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />Alpine Dr. CAP -X PM -2 <br />47 <br />