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CONCEPTS CONSIDERED <br />Pmpe <br />rr� <br />wp- <br />nxr2. <br />Capacity Analysis for Planning of Junctions <br />HErxway 04 Access Flan rg SS <br />T42.iDB54 <br />714 ro a AlineL1r law AM; <br />Mwwnhc[ 21. 2013 <br />CX;ff{ f' 4 w woh#m4 SUnr <br />Au0vel:rbru- Cw,1qur4Rinrai <br />R4aUlp} kW InlOT#9CiIPns <br />tr TYPE Of Or ERSEC'T14H <br />9m..1 <br />isr..4. Z.-i ..d. <br />CLV VC CLV V G <br />Y.... sm{,... 2.-•r4.41 <br />CLV V,:C CLV VAC <br />.2..140w9-7 0""ii,, <br />CLY Vr pailo <br />Raring <br />Canrernlure <br />'ill <br />9fi <br />a. <br />2 <br />Carrexntisnal Shared RT LH <br />- <br />7 <br />7L44 <br />1 OJFS <br />12 <br />3.1 <br />f 4r <br />40 <br />587 g$g <br />1030 344 <br />081 <br />I <br />1 <br />62 <br />blzi <br />73 gigiii <br />Ian Liu <br />ion zo <br />1i21 <br />I <br />11 <br />$WdtliRl Roadway <br />34 <br />it* <br />69 StSM <br />991 Ara <br />944 Eff <br />0.62 <br />r <br />4.1 <br />Pa1eM1 4E 11pIac�Lott Timm <br />67 gQif <br />0 <br />9B21 3 � <br />0.81 <br />1 <br />. <br />l J / <br />4.2 <br />Ai# <br />473 <br />9ifE giu <br />061 <br />i <br />6 <br />Displaced Leh Turn <br />aljj, <br />67 gal <br />0 gm <br />9t4 Q <br />473 gE¢ <br />983 051 <br />0411 <br />1 <br />6.1 <br />ilita <br />s98 <br />120f3 <br />2756 1 7 <br />'MI51.72 <br />15 <br />Oa <br />R414r16 4 Crasasllg I-ium <br />I" <br />435 AM <br />966 222 <br />449 IA <br />366 2.452 <br />0.62 <br />5 <br />Medlin U•iram <br />7.2 <br />E=W. <br />4:0 a#5 <br />946 g¢g <br />1066 gjr <br />0.67 <br />13 <br />4.1 <br />Pirtle; Mr11Fr1 41-Tum <br />H$ <br />4S lug <br />46 Art2 <br />77 <br />1030 2...0 <br />0_64 <br />9 <br />41.7 <br />EL. <br />414 an <br />964 gm <br />i0)p zigl <br />aka <br />1 <br />Alpine Dr. CAP-XAM-1 <br />Capacity Analysis for Planning of Junctions <br />1 <br />L[r. iibral <br />CLV V+C <br />fissuits <br />.. - -N. <br />CL V V C <br />106 IITCarckan9Qx <br />L:.lICY n <br />ON WC <br />l*..l(s. a <br />CLV WC <br />rowlaurr.i <br />CLY V-C <br />2�-+a,+v�. Ova�e'1 NC <br />CLV V C Raelo Rartiwng <br />TYPO qF 1HTERG11p <br />1 491 <br />lad <br />Diana:adElul <br />11 <br />all <br />54r tad <br />0.09 I f <br />702 <br />Ell <br />669 <br />gcr <br />6E0 gfj <br />11.41 1 6 <br />11.1 <br />plyrlyl C4avwcwar <br />litc <br />11 <br />gga <br />SS AR <br />1202 <br />[ a <br />11.2 <br />I <br />.61 <br />662 <br />2.gi <br />326 <br />0.41 <br />[ a <br />1t.1 <br />I <br />DM <br />ad <br />17702 <br />a1 0_02 <br />0 ow <br />sun <br />[ 4 <br />Displaced Lem Turn <br />16.2 <br />LA <br />499 030 <br />983 <br />060 <br />90.4 006660 <br />964 0.60 <br />0.61 <br />E 9 <br />11,1 <br />Double C64' Um46 <br />tk2 <br />70 22i <br />21 gQl <br />21 <br />2,27 <br />0 20 <br />23 AO <br />0 2.22 . <br />0.03 <br />[ 1 <br />14.2 <br />01ar114161 <br />ill <br />606 Lai <br />1403 gjg <br />90R <br />p.Lg. <br />441 02* <br />1405 gjg <br />534 ejLo 0.41 16 <br />16.1 <br />Ekk <br />Zr Mit <br />13 <br />rr_02 <br />0 000 DM L <br />2engw Pawn <br />1S2 <br />504 gig <br />700 <br />044 <br />643 0410 D.44 9 <br />Alpine Dr. CAP-XAM-2 <br />HIGHWAY 10 ACCESS PLANNING STUDY 46 <br />