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CONCEPTS CONSIDERED <br />Capacity Analysis for Planning of Junctions <br />Input Warkelx+el <br />esulLs 106 ROUI3dahouls <br />0 <br />D 156 <br />DL0, 1:03 <br />1 10 <br />1 <br />D <br />TYPE OF <br />Ralnati156u <br />Zone 1 (004+11) <br />I,.0h 1 11.101 t Lara 1 <br />111 <br />212 <br />LS Au <br />a.0 <br />t! i <br />Zone 3IE+141 <br />Uro 1 tarot 1101 <br />Lobar 2156 it41 <br />Lav 1 Lav t Lano1 <br />lone 4 (Weil) <br />Ewa 1 Ileo t 14.1.1.4 <br />3..67 3159pirigi3 <br />1_66 178 1_64 La 0111 M 1.91 <br />0011 <br />H1 aa} ! CO 1-;_69 1 53001 <br />1.55 1.51 1,71 - 1,17 <br />Overall v c <br />034110 <br />Peroirm <br />3.132 <br />1.86 <br />7.12 <br />1.69 <br />1.71 <br />Thurston Ave. CAP-XAM-2 <br />Capacity Analysis for Planning of Junctions <br />Input W3rh91 01I <br />r"c nHaa <br />ra..Trcr <br />OAR <br />kgr7way10Access Praruwr, Sfuay <br />/42 105E42 <br />TFf tP 1t Thli4kn Ave f'1a1102 PMl <br />Nawamka 4, 2213 <br />Re9uIEs <br />ler LnECrSe0EIonS <br />ResuBls <br />tor L15LCrth2reges <br />TYPE OF INT ERSEGTION <br />Steel <br />r <br />TYPE OF 1MTeACHANGE <br />Sheer <br />Sant I (lb ram <br />CLV VG <br />41.441, lir* <br />CLV Y.'G <br />Ery 1 Irl.'I <br />CLV WC <br />Lana I !Cm 11 <br />CEV WC <br />Ian. Naim ram <br />CLV 9.0 <br />2Yealalti IND over4iWC <br />Podding <br />CLV 9.0 RHIu <br />161 <br />19.2 <br />Diamond <br />N <br />€:4Y <br />767 07'7' <br />613 0.54 <br />704 11.44 <br />701 044 <br />265 0_77 <br />7m# ¢3o <br />1000 LEI <br />187 3 1 <br />367 17,54 <br />974 31 <br />1i1W 22. <br />363 621 <br />'5.17 2,2. <br />1257 Lv <br />406 11_75 <br />586 037 <br />1i 1 <br />1414 Ltp <br />1115 6_07 <br />735 at& <br />241 0_7.7 <br />1225 <br />450 2.51 <br />125 063 <br />1625 LE§ <br />143 2,92 <br />1269. 21Z <br />0.34 <br />061 <br />025 <br />03122 <br />i144 <br />I 2 <br />I 1 <br />L i <br />1 4 <br />• 7 <br />f i <br />[ 3 <br />14 <br />I F <br />1 <br />13.1 <br />11.2 <br />Par94at dalnlraf <br />€W <br />13.7 <br />132 <br />04174491 Lala Turn <br />ik2 <br />gthy <br />0.61 <br />9.314 <br />1.24 <br />Q49 <br />0.41 <br />14.1 <br />14.2 <br />19/142331 C1ros1ovw <br />Dimond <br />1.. <br />1,;3., <br />18247 1123 <br />1631 1.02 <br />7067 1 21 <br />15,1 <br />14.1 <br />`at11 a 191030 <br />1±2 <br />Lit <br />773 AN <br />701 + <br />1247 i3a <br />2,-1 <br />1294 giu <br />0-43 1 <br />Thurston Ave. CAP-XAM-2 <br />Capacity Analysis for Planning of Junctions <br />Input W3rh91 01I <br />r"c nHaa <br />ra..Trcr <br />OAR <br />kgr7way10Access Praruwr, Sfuay <br />/42 105E42 <br />TFf tP 1t Thli4kn Ave f'1a1102 PMl <br />Nawamka 4, 2213 <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />Thurston Ave. CAP -X PM -1 <br />42 <br />Re9uIEs <br />ler LnECrSe0EIonS <br />TYPE OF INT ERSEGTION <br />Steel <br />3...1~.1 <br />CLV Vie <br />Lor rhEsw,i <br />CLV V.C.LLV <br />2w iarMI <br />V.0 <br />ism 41W001 20SS3C.1.9 <br />CLV Vie CLV VC <br />0,7441 Y7 <br />FT3116 Flanking <br />1 <br />Cenwernlonal <br />FULLArrIMPAIIIMPIAll1569 <br />046 <br />0.4E 1 <br />® <br />1.1 <br />1.2 <br />Cfin4Pera0ys1 5hs14d RI LH <br />C5'PrAiril <br />Ltt <br />ti <br />EIM <br />650 2 0 <br />PPP'2493 <br />1._55 <br />Meal4254 <br />1734 3.51f 1112 Lig <br />MPIZI 1323 11,310 <br />1314 �.. 1 <br />L25 19 <br />122 19 <br />3.3 <br />54pijcpa4767 <br />Uwd[arrl Haack ay <br />MI <br />737 2i <br />757 !pAill <br />4542 <br />545 1 <br />111 11 <br />Lip 1323 ¢.13 <br />4.1 <br />6.2 <br />Partial Displaced Lett Turn <br />E.W. <br />164 ma <br />246 2J <br />1247 i3a <br />P - 1441 mg <br />1257 1421 2_91 <br />0-43 1 <br />IIPMrll <br />Plir <br />093 0 <br />3 <br />G14plearrlLPN Turn <br />al.k <br />382 AM <br />7297 1LM <br />1237 pil 1431 ¢S4 <br />090 1 <br />51 <br />22 <br />N4slrlti d Crnarirlyl Wire <br />r <br />€W <br />1034 LA <br />1619 3.01 <br />1701 5111. <br />1304 g2S12 <br />3905 za <br />17117 3.04 <br />3445-PiNINI2.50 <br />11.37 aEa IIISMuai <br />1 15 <br />1 <br />1-18 13 <br />1.11 11 <br />7.1 <br />7.2 <br />141aL14n U -Tum <br />NS <br />klt <br />436 <br />463 ! <br />V <br />13£31 ME <br />1630 1-18 <br />31315 411! 1 lei <br />PrAllitla <br />PALI <br />51 <br />Parllal 6loddl LwTran <br />t§ <br />170 1222 <br />743 Q,{¢ <br />11143 122 <br />1.133 1 <br />9.2 <br />E_W"Amwar <br />Fel <br />11993 u09 <br />re <br />410 1 <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />Thurston Ave. CAP -X PM -1 <br />42 <br />