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CONCEPTS CONSIDERED <br />Capacity Analysis for Panning of Junctions <br />Input Warksheel <br />TIPEnF Zane1(Nortl9 Vino 3(Enel) Three 2Month9 Zaio 4 (Mot) <br />1 nCn[rrtt1A441311 <br />T 14.4 a tine 7 1..... 7 Lary , Lr. 7 L+rr # Lr.t 1 larva 7 Larea4 Laaa 1 Wet Nr.# <br />Lk 1 fL 1 r_rr77 tor i.f2 <br />4.2 1 1[ 2 T 1 r.35 O4 ROI <br />0.4 aili Oar 9I7. 0_6+1 Ell Q 1 <br />p- <br />as2111 0.3S 0..,!F Q1,7 406 __ 0_23 _R9 <br />2r.1 an liril i a i4s Ira} Luna f Iaa.11 Lena 142. h a1.. i0.111114 Law 4,I 1 Nov <br />✓ TYPE OF KSTERC1 ANCE Shaul <br />av YJC CkV YJC C'RV 91C WV 9.IC CLV VC CLV Y°C <br />191 Desmond MI ..i' e.f `- 172 __ 454 2. <br />192 Eli r f'' 7 .7 823 jui 073 9,55 <br />ii_1 ," ▪ 141 Lt_94 378 Li24 <br />112 Radial Cisl�erlaaF ``+ <br />kW ,6' l 771 0_2S 3i39 0_24 <br />15.,1 424 2 ./ I" 754 LE 123 kg <br />aenronor Leh Turn <br />132 EA S33 Q '" 1333 gig i 152 223 <br />14.1 L,swla Crasswaa 312 gip 219 gji sss la SF gad <br />14,,E CIsrlored kt 461 12,212 i4as LEI Iasi ggg 450 gyg <br />15,1 r Pahl Ia 729 $,1 sso g_$; <br />152 E-W 431 gag „10 Lg. <br />P m Marra,. <br />P1Mlllrriae: <br />Laairn <br />Ca a aol Analysis for PIannina of Junctions <br />+il7hwolr PO A& a .s PtanntnpMa* <br />Tat.OM* <br />119 Mir Ramsay Ahd fSL P2 PI,MJ <br />Wwurb 71. 23l3 <br />Oriral w. c <br />R 110 <br />2.77 <br />1.42 <br />245 <br />1.20 <br />Rineorng <br />Ramsey Blvd. CAP-XAM-2 <br />✓ TYPE OF INTERSECTION 9llrrl <br />1 <br />2 <br />3.1 <br />32 <br />3.4 <br />B-2 <br />Cur rahansl <br />GcnusnilanalSauna' RT LH <br />Ouadrarr Rasdway <br />P ri1a1 Disp4loadLufl Turn <br />411044441 Lott Turn <br />Restrkrd Crossing LI-Turn <br />11e+14Fa 1}TLlrn <br />Paella! rtrdlan LJ.Turn <br />&s.lMOW Z.I 1poaad 1agM.191r4 wal FRr/S Awe f laNw,. ( arall Y'c <br />CU TIC CLv CU VC CU v.i CLY V+C Rana <br />Ronema <br />flal. / 7 1276 U_64 I1.BO T <br />. • 1445 0_a0 0.9a 12 <br />LVE Fr- I0a la 1393 ',¢.$$ 1222 4? 9.06 i <br />EL 4Zi mem gill 11ss ti3 BOO 11 <br />41E 2.bp 412 s±:i 1213 0_76 B.76 3 <br />ilig. - 216 1M49 g 10•96 2,2 WM 10 <br />tia 242 ga 127 ELS <br />y <br />/ 12" ta are 4 <br />/ son 0.51 10E4 0.6E 1213 4_75 DIE 2 <br />FLLL 242 All 127 erg EGG r iosi ul. 1196 4.74 1 <br />ICS ism gas 53l Pi' .:N'I 4- 2.4 15 <br />ENV 12154 5.91 01T 123a 0_TT 844 lQ`5i U.61 a <br />10.s 27S All 27E sul f1436 4_20 6.94 11 <br />1250 12 542 1529 904 11 <br />tu 2000 la 441 g ! 50�` i2S9 D.T5 f <br />/ / 12 667 ate' 1Y59 QZ$ Qm 5 <br />Ramsey Blvd. CAP-X PM-1 <br />HIGHWAY 10 ACCESS PLANNING STUDY 50 <br />