Laserfiche WebLink
CONCEPTS CONSIDERED <br />Capacity Analysis for Planning of Junctions <br />input Wurkshenl. <br />Pompeii 1114 <br />F1gIWTay 16 Access Flanrulrg SSh,dy <br />%i IS[IIIS <br />kir In94rS41CtIchns <br />Crldalr 4.Arw W4404i10 5W9 <br />A esults <br />s►alma Nsalion <br />Tip. ro6•50O <br />• <br />1294 <br />Avca+psata4 Cdnllqurseior t <br />12*0 - 11PP 141011 .. 1 ..., 2 <br />1604 <br />thetas <br />71.1 rP d A*im U 120a Alii} <br />OW.' <br />ri94Pr11h1ae 21. 2013 <br />7�orot245 ith <br />22 <br />1 3 <br />3 <br />Alpine Dr. CAP-XAM-1 <br />Capacity Analysis for Planning of Junctions <br />Input Worksherl <br />%i IS[IIIS <br />kir In94rS41CtIchns <br />RelWte <br />A esults <br />41 TYPE 0* I TERSECTION <br />**9 <br />isrwow.. <br />CO" 'I'C <br />1... riib,4,1 t- 4.Enu <br />CLV w G- CLV t'=C <br />2.-•1mr1 <br />GLV 2'1C <br />2..r44. -moi OYMsiIY'C Ranking <br />GU Y4C 1171111 <br />i <br />Ceem4tIllt.r1s1P.Milla9414 <br />Z4.1. LNo 4» <br />2 a CE/m) <br />264 <br />7�orot245 ith <br />am4(T<4s1) <br />OVPraixi: <br />$ 0.41 4 <br />2 <br />51 <br />&2 <br />3 <br />Carnentimvl Share. RT DIgampr-Amiplimizirig1044 <br />U. <br />Id <br />Pip410 <br />__gird <br />WM <br />r. ,;. <br />IM 1 1- <br />567 2,221030 <br />2,g <br />2,g <br />1028 gia <br />COPairl1Ird <br />0.64 <br />0.164 <br />121 <br />0.61 <br />4# <br />4 <br />j 14 <br />1, i <br />42,4441101 emdwaY2. <br />(Earl <br />40 RE <br />[anti <br />3.4 <br />!&$ <br />LW <br />1412prompimpPA <br />ilipl <br />E22r114122 <br />aa19 <br />0.7)2 <br />0.44 <br />944 Sig _ <br />0.62 <br />r a. <br />4.1 <br />1y4aeu11 96ii4M 144t TIM, <br />57 2.W1 <br />3 .(g22 <br />1.7701211414442 <br />4,40 <br />963 gal <br />0.51 <br />1 <br />4.2 <br />1 )C.1 <br />EIL <br />FiMill <br />rel <br />BRIM <br />473 2A952 <br />941E la <br />0.411 <br />0.41 <br />1 <br />[ 1 <br />15 <br />5 <br />7 <br />13 <br />1 <br />1 <br />5 <br />DispleoadLei Tum <br />,ail <br />51 LIN <br />(1,1 <br />6.2 <br />RP4+IrIc91'tl C1wNIg rtiu,ll <br />NI <br />kt <br />sae gjg <br />496 A21 <br />12133 Eta <br />2755 1, 1 <br />72 35 <br />1013 OS4 <br />1062 fit'. <br />1030 as -I <br />1030 2.4171 <br />1.74 <br />002 <br />043 <br />0167 <br />0.44 <br />0.64 <br />946 P.A <br />442 221i <br />95'4 2.12 <br />7'.1 <br />7.2 <br />Ysdlift 4.1.11202_14 <br />¢}§ <br />47 Q, <br />43 <br />SWIM <br />564 <br />944 2.84 <br />pimaipirAm466 <br />gIN <br />9 <br />$,1 <br />1.2 <br />Paul IN 411 1.1 -Turn <br />NS <br />45 2,81 <br />46 Qt1 <br />454 <br />maw <br />030 <br />Alpine Dr. CAP-XAM-1 <br />Capacity Analysis for Planning of Junctions <br />Input Worksherl <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />Alpine Dr. CAP-XAM-2 <br />46 <br />RelWte <br />A esults <br />l01 rtountlaboul3 <br />1 <br />TYPE C INTEIC19AME <br />Simi <br />r <br />T <br />Z4.1. LNo 4» <br />2 a CE/m) <br />264 <br />7�orot245 ith <br />am4(T<4s1) <br />OVPraixi: <br />iia ming <br />L$ <br />k <br />7 <br />Lm11 <br />Lanet <br />L1)11 <br />44n1, <br />1.r.41 <br />Lam, <br />Doart <br />Uw7 <br />Lint, <br />(Earl <br />la.'rl <br />[anti <br />84415 <br />!&$ <br />LW <br />6.1 <br />1 X 1 <br />_T_P0,67 <br />$ <br />E22r114122 <br />aa19 <br />0.7)2 <br />0.44 <br />4 <br />Single Pont <br />11k <br />! <br />'' <br />1.7701211414442 <br />4,40 <br />201111! <br />1 <br />6.$ . <br />1 )C.1 <br />Eff <br />2/2 <br />am <br />449 <br />I <br />1.15 <br />S9ITAC <br />04 <br />2 X 3 <br />006 <br />0.p* <br />0AJ1P <br />O!i <br />0.40 <br />000 <br />g_g <br />0A6 <br />0.09 <br />SWIM <br />6.5 <br />3 X 3 <br />gIN <br />QM <br />QM <br />0_84 <br />0.82 <br />080 <br />000 <br />maw <br />030 <br />Q,V <br />Qom} <br />402631 <br />i¢IYi7' <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />Alpine Dr. CAP-XAM-2 <br />46 <br />RelWte <br />901 leter6han9as <br />1 <br />TYPE C INTEIC19AME <br />Simi <br />La.r1ifillo 12.a-•,. <br />CLV VC <br />1.N. <br />Clv '1-C <br />l..l1Cr,1 <br />CtY Y?C <br />L►..1Cra <br />CLY WC <br />N.* 0.4 WV <br />CLV 2+C <br />E41,41.1114410 coma Ranking <br />CLY W'C lO <br />16:1 <br />102 <br />I v1d <br />L$ <br />k <br />21 am. <br />140E gue <br />11 p,Ql, <br />655 040 <br />11 22 <br />5402 225 <br />a6 d#02 <br />361 765 <br />as 2,92 <br />24 0.82 <br />15 0_02 <br />7 W 0.44 <br />6l $a! <br />560 4.55.5 <br />76 2$ii <br />326 2212 <br />al 2_02 <br />564 2660 <br />0 glrg <br />441 0022 <br />_ <br />a3 ¢r, <br />1445 gag <br />0 0000'... <br />564 450 <br />0 pH <br />9"114 g;,gi <br />0 0_010 <br />441 0.40 <br />004 <br />6.41 <br />0,04 <br />0.41 <br />000 <br />051 <br />0,02 <br />1 <br />I 4l <br />r <br />11 7 <br />I 1 <br />f 1 <br />'IlL 1 <br />"I 1d <br />2 <br />1 1 <br />11,1 <br />11,2 <br />F16141CIatyrMuf <br />tEll <br />E1 <br />51 Dili <br />499 0_31 <br />221 <br />504 p >7 <br />Zr 57_22 <br />505 0_32 <br />13.1 <br />182 <br />13IapianadLed Turn <br />!&$ <br />LW <br />04,1 <br />14.2 <br />D01244Cl0rsow <br />Efi70 <br />Ufa <br />E22r114122 <br />aa19 <br />0.7)2 <br />0.44 <br />15.1 <br />15.2 <br />Single Pont <br />11k <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />Alpine Dr. CAP-XAM-2 <br />46 <br />