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CONCEPTS CONSIDERED <br />Capacity Analysis for Planning of Junctions <br />Input Workshed <br />Pied Yams <br />Mesas 1Arrear <br />Pee <br />d t ii1w iy /0 Adding naming SSAy <br />ill. IEIRSGV <br />711 la d Alpine Of MUM PM! <br />Nn archer 21, 2013 <br />C'Nfa f Larne V G+a1v 5w1A <br />ROSUI15 for broe,sg0t1an8 <br />a <br />TT PE OF INTERSECTION <br />0 *tFlindrIng <br />4 <br />[v-1 laer1+1 <br />CLY V.0 <br />2,7,119.70.1 <br />CLV WC <br />2,3,.)11m438}y <br />CLV VC I <br />41Rrdi <br />CLY WC <br />L 416r1w5 0,...1 Y.`G <br />CLV 0"C Rallp <br />7 <br />Conventional <br />Conventional <br />FULL <br />� <br />r144 0..77 <br />I 77 <br />2 1 <br />32 <br />13 <br />34 <br />Conuon7lonol 8haren TIT Ll1 <br />GIRL <br />� <br />1161 2I 0.73 <br />73 <br />7 <br />14 <br />1 <br />11 <br />Oualirant Roadway <br />ri-E. <br />-! <br />H=W <br />107 pSZ <br />54 <br />1213 2,12 <br />11 <br />1946 up <br />inc. ggi, 064 <br />19C4 add 0.77 <br />1099 0_69 0..69 <br />19153 _Se 0.71 <br />SS gaff <br />7 <br />S 83 gla <br />Ve <br />1140 071 <br />4 1 <br />42 <br />Pan lal Displaced WI Trap <br />E5 <br />C�Ve' <br />75 Lir <br />0 $12277'7 <br />616 gag <br />112i$12i0tiaFiff <br />i 139 Q"jj 0.71 <br />0.70 <br />1021 283 0.7O <br />r 1 d <br />7 <br />7 <br />0 $4fi <br />5 <br />Emplaced Li* Timm <br />FULL <br />73 Off <br />Sib up <br />1121 gAl <br />61 <br />b2 <br />Po rebid CYorilnp U•Turn <br />H_s <br />E=W <br />1153 ORS <br />1121 Igjg <br />7p6 ga <br />612 Qf <br />371X1 aLe <br />T0.76 Qji <br />3207 2,25PAP!P:i205 <br />WI 2:! <br />0.70 <br />1099 2i1Ef 0.69 <br />912Q Q.z,2 ¢,75 <br />15 <br />' <br />9 <br />1 1 <br />5 <br />71 <br />7? <br />Radian LI-TLun <br />rh5 <br />� <br />25 Egg <br />46 fiff <br />942 QLyI <br />a y <br />// I/ <br />1110 gjf <br />61 <br />62 <br />Partial Median III -Turn <br />E_W <br />21 La <br />73 <br />$110 LEZ <br />636 2AI <br />1100 ile 0.69 <br />ii00 0.8 <br />1 <br />E d <br />O . �r <br />.....,"-.7-,.?"- <br />/ <br />! <br />Alpine Dr. CAP-X PM-1 <br />Capacity Analysis for Planning of Junctions <br />Input Warksheel <br />ssults loa Poundahauls <br />1 <br />LUNEN <br />Lti <br />110404-64424041 <br />TbPE OF <br />g <br />2X1 <br />9.4 2 X 2 <br />9.5. 3 X 3 <br />Zone 1 (North) <br />LanaA (.sir L1+1 <br />gai <br />LE 2121 <br />Zone 210011.011 <br />tone Una/ Lint; <br />A0O <br />fige <br />Poe +a pc <br />fl4P'.1 I Y C <br />MARS <br />Fan{ nq <br />201 <br />1,92 <br />1.00 <br />1.132 <br />/OIYOOI <br />parra, <br />nirty <br />perm <br />IIId'fAC <br />serve <br />11161110111 <br />roe IRtvrch <br />lt9 <br />Ill <br />'TYPE OF IHTERC11AH1E <br />5haa1 <br />2u-"^m r„_ <br />CLV V C <br />^ .-. W* <br />CLV V'C <br />r.al1e211 <br />CEY 29C <br />72..1G'i. <br />CLV V C <br />1i.-y.. l"1o^i <br />CLV "d C <br />2.- 4o4M$J WC <br />Ranking <br />CLV V^C Ala <br />kil <br />Dimond <br />t: <br />1s 221 <br />sole gg4 <br />7 g.4s467 <br />1072 7 <br />arcs <br />0� <br />i 1 <br />[ 7 <br />11.1 <br />Ira <br />6 p_sN <br />16 2,2p <br />0.01 <br />It 1 <br />11.2 <br />Parliel Olme ral <br />EAK <br />461 22Z <br />767 2.dB <br />0.419 <br />I i <br />15_i <br />Clieplaced bell Turn <br />SI' Q.A1 <br />20 <br />SS 0 03 <br />0 0.00 <br />0.03 <br />r 2 <br />164 <br />LIt <br />1121 2 111 <br />1081 MI <br />1053 O66 <br />618 0.39 <br />0.70 <br />1 II <br />141 <br />MUM* C10140 ri4 <br />tfi <br />34 20 <br />10 2el. <br />3R 222 <br />0 2.0 <br />4 2"2_l <br />0 2"24'.,. <br />9.Oe <br />11. 1 <br />14.2 <br />0t r <br />Lt. <br />1049 ggp <br />I7CO FA <br />&SS 2.3E <br />IC1€3 Ulf <br />1691 Ls§ <br />610 M.'. <br />1.C1 I 10 <br />76.A <br />40 kg <br />3F 0.04 <br />0 @_00 <br />0_M <br />Single. PmM. <br />19,2 <br />geiK <br />1069 ASS <br />1112 0.71 <br />412 0_316 <br />0.71 I 1 <br />Alpine Dr. CAP-X PM-2 <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />47 <br />