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<br />. <br /> <br />. <br /> <br />. <br /> <br />TABLE A-8 I II I I__~ L <br />1-35W NORTHBOUND PEAK HOUR VOLUMES (2025 Add One Lane! <br /> .~ I ^ Hourly <br /> I Capacity AM Peak PM Peak <br /> Through Auxiliary Total (MaXlmU~ @ Hour Hour Peak VIe <br /> Lanes t Lanes lanes LOS D Volume Volume Ratio <br /> Mainline 41 1 5 9326 3146 9128 0.98 <br />NB TIj 280 . Entrance from O. 0 2' 2900 1007 2784 0.98 <br /> Mainline 51 1 6 11276 4153 11912 1,06 <br />EB TH 36 Exit 3' _.---- 1 .. 4 4350 1652 4707 1.08 <br /> Mainline ___41 . 01- 4 7800 2501 7205 0.92 <br />~tt_ 36/Cleveland Entrance 1 01 1 1450 1263 2316 1.60 <br /> Mainline 4 11 5 9326 3764 9521 1.02 <br />County Rd. C Exit 0 0 -- 1 1350 1046 991 0.77 <br /> Mainline 4 0 4 7800 2718 8530 1.09 <br />Counfv Rd C Entrance 0 0 1 675 223 1177 1.74 <br /> Mai[l!ine 4 0 4 7800 2941 9707 1.24 <br />Countv Rd. D - Exit 0 ,.- 0 1 1350 54g " 919 0.68 <br /> Mainline 4 0 4 7800 2399 8788 1.13 <br />QQlJr1!y_Rd D Entrance 0 0 1 675 197 512 0.71;_ <br /> Mainl!ne 4 0 4 7800 2596 9300 1.19 <br />TH88 Entrance 0 0 1 1450 30~, 698 0.48 <br /> Mainline .4 0 4 7800 "....- 2902 9998 1.28 <br />Countv Rd. ,E2 Exit 0 0 1 1350 304 498 0.37 <br /> Mainline 4 0 4 7800 2598 9500 ,_1,~L <br />QQJm~^Rd. E2 _ F;ntrance 0 0 1 675 268 660 0,98 <br /> MfJinline 4 0 4 7800 2868 10160 1.30 <br />EB 1-694 Exit 0 0 1 1450 30_9 463 0.32 <br /> I Mainline 4 0 4 7800 2557 9697 1.24 <br />EB 1.694 Entrance trom 0 0 1 1450 649 1134 O,,!L <br />\Nil 1.694 Mainline 4 1 ~ 9326 3206 10831 1.16 <br /> Exit 0 0 1 1450 705 1205 0.83 <br /> Mainline 4 -, 0 4 7800 2501 9626 1.23 <br />WB 1,694 Entrance from 0 0 1 1450 1028 1752 1.21 <br /> Mainline 4 0 4 _. 7800 3529 11378.., 1.46 <br />~H96 Exit 0 0 1 1350 6351 1248 0,92 <br /> - Mainline 4 0 4 7800 2894 ,. 10130 1.30 <br />CSAH 96 Entrance 0 0 1 725 .. 128 971 1.34 <br /> Mainline 4 0 4 7800, 3022 11101 1.42.._ <br />Old TH 10 Exit 0 0 1 1450 533 995 2,~ <br /> Mainline 4 0 4 7800 2489 10106 .UL <br />Old TH 10 Entrance 0 0 1 1450 800 1815 1.25 <br /> Mainline 4 1 5 9326 3289 11921 1.28 <br />County Rd. H Entrance 0 0 1 725 238 1334 1.84 <br /> Mainline 4 1 5 9,326 3527 13255 l,4L <br />~.Rd.1 Exit 0 0 - 1 1350 256 381 0.28 <br /> Mainline 4 1 5 9326 3271 12874 1.38 <br />Countv Rd. I Entrance 0 0 1 725 282 949 .,1M...... <br /> Mainline 4 1 5 9326 3553 13~23 1.48 <br />TH 10 NB Exit O' 0 2 2900 1559 4843 1.67 <br />~NB Mainline 4 ~ 4 7800 19i14 8980 1.15 <br /> Entrance from 0 1 1450 381 954 0,66 <br /> M~inlin8 4 .. 0 7800 2375 9934 1.27' <br />foc-- 4 <br />~County Rd. J Exit 0 0 1 1350 293 1048 ,Jl2L <br /> I Mainline 3 0 3' 5850 2082 8886 1.52 <br />CSAH 23 Exit 0 0 2 2900 212 1111 0.38 <br /> Mainline 3 0 3 - 5850 1870 7775 1,33 <br />95th Ave. N Exit 0 0 1 1350 212 '-491 0.36 <br />e.-- ,. Mail)line 3 0 3 5850 1658 7284 1.25_~ <br />~!h Ave. N Entrance 0 0 1 725 I 212 260 0,3..L <br /> Mainline 3 0 3 5850 1870 7544 1.29 <br /> <br />1-35WI1-694fTH 1O/TH 36 <br />Transportation Deficiency Study <br /> <br />SRF Consulting Group, Inc. <br />March 30, 2002 <br />