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<br />. <br /> <br />. <br /> <br />. <br /> <br />TABLE A-2 I II I I I <br />1-35W NORTHBOUND PEAK HOUR VOLUMES (Existinc ... <br /> ---- Hourly <br /> Capacity AM Peak PM Peak <br /> Through Auxiliary Total (Maximum @ Hour Hour Peak VIe <br /> Lanes Lanes Lanes LOBO) Volume Volume Ratio <br /> Mainline 7376 2898 7607 1.03 <br />NB TH 280 Entrance from 0 0 2 2900. ,"' 876 2421 0.83 <br /> Mainlin~___ 4 1 5 9326 3774 10028 1.08 <br />EB TH 36 ~it 2 1 3" 4350 1625 4173 0.96 <br /> _ _ _~ainline 3 0 3 5850 2149 ft855 1.00 <br />WB TH 36/Cleveland . Entrance 1 0 1 1450 717 549 0.49 <br /> Mainline 3 1 4 7376 2868 6404 0.87 <br />Countv Rd. C '- Exit 0 1 3 5468 580 -, 361 0,11 <br /> Mainline 3 0 3 5850 2286 6043 ),.0..3._,_ <br />~llrltyFld C Entrance 1 1 1 3488 172 397 0.11 <br /> Mainline 3 0 3 5850 2458 6440 1.10 <br />Countv Rd. 0 Exit 0 0 __2 ---- 2900 379 438 0.15 <br /> Mainline 3 0 3 5850 2079 6002 1,03 <br />9:C?I:mtv Rd. 0 Entran~ 0 ----.<1 ~...1 -.. 675 171 268 0.40 <br /> Mainline 3 0 3 5850 2250 827Q 1,07 <br />TH 88 Entrance 0 0 1 1450 266 315 0.22 <br /> Mainline 3 0 3 5650 2516 6585 1.13 <br />Countv Rd. E2 Exit 0 0 1 1350 1~3 237 0.18 <br /> Mainline 3 0 3 5850 2333 6348 1.09 <br />Qpuntv Rd. E2 Entrance 0 "0_,,..1. 675 233 222 0.35 <br /> M~inline 3 o 3 5850 2586 6570 1.12 <br />EB 1-694 j::xit 0 0 1 1450 269 274 ,llJ.L <br />~_. Mainline 3 0 3 __"._U 5850 2297 6296 1.08 <br />EB 1.694 Entrance from 0 0 1 1450 5t!1 986 0.68 <br /> Mainline 3 1 4 7376 2858 7282 0.99 <br />we 1.694 Exit 0 0 1 1450 613 1088 0.75 <br /> Mainline 3 0" 3 5850 2245 6194 1,06 <br />we 1.694 Entrance from 0 0 1 1450 245 389 0.27 <br />~,,,- Mainline 3 0 " 3____, 5850 2490 6583 1.13 <br />CSAH 96 Exit , -- 0 0 1 1350 361 ,~og . 0.27 <br />~-'''' Mainline 3 0 3 ,,~850 2129 6281 1.07 <br />CSAH 96 Entrance 0 0 1 725 111 512 0.71 <br /> Mainline 3 0 3 5850 2240 6793 1.16 <br />Old TH 10 Exit 0 0 1 1450 354 ,548 0.38 <br /> Mainline 3 0 3 5850 1886 6245 1.07 <br />Old TH 10 Entrance 0 0 1 1450 696 1578 1.09 <br /> Mainline 3 1 4 -, 7376 2582 7823 1,06 " <br />Countv Rd. H Entrance 0 0 1 725 126 297 0.41 <br />~Rd.-I- Mainline 3 lL-",4 7376 2708 8120 L1L <br /> Exit 0 o 1 1350 186 314 0.23 <br />ico;;;;t;;-Rd.1 Mainline 3 " 1 4 7376 2522 7806 ..1.oQL <br /> Entrance 0 0 1 725 131 157 0.22 <br /> Mainline 3 1 4 7376 2653 7963 1,OL <br />TH 10 NB Exit 0 0 2 2900 1356 3626 1,25 <br /> -, <br /> Mainline 3 0 3 5850 1297 4337 0.71__ <br />TH 10 NB Entrance from 0 0 1 1450 179 506 0,35 <br /> Mainline 3 0 3 5850 1476 4643 0.83. . <br />Counhl Rd. J Exit 0 0 1 1350 244 518 0.38 <br /> Mainline -, 2 0 L 3900 4325 1,1..1_ <br /> 1232 <br />CSAH 23 Exit 0 0 2 2900 184 742 0.26 <br /> Mainline 2 ,0 2 3900 1048 35831 0.9L <br /> -_.~ ,,- <br />95th Ave. N Exit 0 0 1 1350 58 4271 0.32 <br /> Mainline 2 0 2 _.-..~ 3900 990 31581 0,81_ <br />95th AVe. N Entrance 0 0 1 725 84 '-- 2251 0.31 <br /> Mainline 2 0 2 3900 1074 33811 0.87 <br /> <br />1-35W/I.694/TH 10/fH 36 <br />Transportation DefICiency Study <br /> <br />SRF Consulting Group, Jnc. <br />March 30, 2002 <br />