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CONCEPTS CONSIDERED <br />Capacity Analysis for Planning of Junctions <br />Input Worksheet <br />Results for Roullttlabouls <br />cam <br />D <br />D <br />TYPE of <br />114xINW®O,r <br />11L1 <br />1 X 2 <br />3 X 3 <br />Zook 1 (1Na ) <br />t+rr 3 tan. 7 4+w 7 <br />Zeds 3 (EJ141) <br />tall. , LW* r Lana <br />Z6474.2{54.011. <br />law. 1 tar 7 4=0 5 <br />Zee* 4 (W44I) <br />t�.1 ta7 4rr.1. <br />Overall r:c <br />Rata <br />2.77 <br />1.42 <br />2,45 <br />1.26 <br />1.26 <br />Results <br />for Inteleh2ngas <br />2.ra I Mail it <br />a 2 U IaiS <br />Z.aa 3Icv.11 <br />Lama 1 Ih.. 31 <br />ice. 60a lira <br />Zara Ple Ih.ii 4Yora•, c <br />s <br />TYPE OF TER154ANCE <br />Shaw <br />CO/ Y.0 <br />CLV V..0 <br />MN WO <br />Ct,V VAC. <br />CLu V.0 <br />R nktng <br />Cur V•C Rollo <br />101 <br />102 <br />102 <br />Dimond <br />E. <br />2,j1 <br />923 13,11 <br />464 2,? <br />673 ,2.1i$ <br />0,7® <br />0.35 <br />I i <br />I 7 <br />71.11 <br />brl <br />147 <br />375 IV <br />0.21 <br />. 2 <br />Parka) Glovarlrar <br />11,2 <br />Llt <br />771 0_2S <br />3E9 <br />9.4EI <br />[ 4 <br />1A1 <br />ti2 <br />424 2,2§ <br />764 22r <br />133 2,22 <br />7T gsg <br />0,26 <br />II 4 <br />132 <br />014E 40tellUrn <br />Eff <br />030 2.23 <br />1343 Qta <br />1152 222 <br />1213 Qa <br />',.I 1 <br />.K <br />0..49 <br />1"Iaohrb1QCraaaorar <br />eLY <br />112 2„11 <br />2,7 J <br />255 2.19 <br />s+ 2.,¢q <br />126 Igr <br />77 2. E WO 11 <br />14.2 <br />Otarno ll <br />f2:y!i <br />481 5' <br />144 pm <br />108, gm <br />450 2,22 <br />1674 2.2M <br />1221 2.21 I 10 <br />151 <br />EL/ <br />1,70 2.22 <br />3E0 211 <br />71 kg 022 r 2 <br />13.2 <br />un.gti PO <br />Et <br />431 222 <br />3110 21P <br />870 .0.12 0.69 I 1 <br />Ramsey Blvd. CAP-XAM-2 <br />Capacity Analysis for Planning of Junctions <br />input Warkalmot <br />arapci wawa <br />17e4JPwwy PAtifeAS Flamm Study CrearAr 1aul* VWlrrna Aram <br />PIVwal Hu.ar. <br />Ts2. 1L7427`1 Aee_ II,I:II.. C1Jnllpuratkniei <br />Laca.wa <br />Tk r12 Rl+nra_Jl4.4 roars P4lJ s. 12011 7MO. <br />1:.:: 1419-1,' .' t 1680 <br />6 i <br />a.ca <br />Nrrvdlrbmr 21.. 2313 7 10 <br />Re5u t5 <br />for Inlersectionz <br />R <br />TYPE OPMTRRSECIlotl <br />SMtt <br />Ztrm Wil re3 <br />CLV 'PC <br />Iar• 219204 <br />CV VC <br />liana.* <br />CLV VAC <br />713ws.1alwn <br />CLV V.0 <br />Low <br />0a11 we <br />14060 <br />RtNt[Ih9 <br />31rw.1w$ <br />CLV VC <br />7 <br />Cor12I441orvi <br />FULL <br />U <br />7 <br />2 <br />Cmwr4ronar 9harad RT LN <br />CSRL <br />� <br />1445 <br />1446 <br />0 <br />DAG <br />• 12 <br />si 4 <br />14 <br />Mr- 1 <br />it 14 <br />Mr 4 <br />W g <br />3.1 <br />33 <br />3.7 <br />3.4 <br />Ulaalrare Rwdway <br />lit <br />Sal= <br />W <br />423 gag <br />404 <br />isee gig <br />416 0 <br />1383 9.@$ <br />1222 212 <br />1155 grz <br />12115 0a16 <br />1096 g50 <br />4.65 <br />uoe <br />y <br />! <br />716 9 <br />415 an <br />1 fff <br />0.715 <br />, <br />/ .. <br />0.99 <br />4.1 <br />42 <br />8 <br />Par1o1 <br />Displaced Lail Turn <br />IS <br />242 ga <br />127 008 <br />- <br />50? cur <br />1, O <br />1094 fig. <br />1230 ill <br />1213 La <br />0.77 <br />/ f <br />0.74 <br />644)14a61 L411 Turn <br />U.LL <br />747 ¢J5 <br />127 2.0 <br />am LE <br />109a OA <br />1194 LAT <br />9.74 <br />1 <br />ILI <br />42 <br />Hrttrf37eclCroaairg NI -Tern <br />110 <br />ELY <br />1633 ais <br />1043 0.91 <br />4i4 Am <br />917 542 <br />2067 1.79 <br />1226 0_77 <br />3260 2.04 <br />244 2,5 <br />PrApPIA <br />1 2 <br />1529 <br />2.04 <br />881 <br />10 <br />4 <br />7.1 <br />72 <br />Mate 1.1-nlm <br />145 <br />E-W <br />2, 278 L <br />272 9J <br />1250 210 <br />1162 LI1 <br />...... owe <br />r 11 <br />1 13 <br />1 1 <br />T 5 <br />.. <br />/ <br />an <br />It 1 <br />8� ' <br />Pa11rl IYdIanLl•Tum <br />tu <br />E_'xV <br />249 g 1I <br />441 2„ g <br />1228 SM <br />SEl gdg <br />1 rag ta <br />1259 4,n <br />0.79 <br />! <br />0.79 <br />Ramsey Blvd. CAP-X PM-1 <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />50 <br />