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TABLE A-5 I I 1-35W NORTHBOUND PEAK HOUR VOLUMES (2025 Baselinel Hourly Capacity AM Peak PM Peak Through Auxiliary Total (Maximum @ Hour Hour Peak VIe Lanes Lanes Lanes LOS Dj Volume Volume Ratio ,,-"-- 1-- -, Mainline 4 1 5 9326 3130 8748 0.94 NB TH 280 Entrance from 0 0 2 2900 1007 2784 0.96 Malnline i 5 1 6 11276 4137 11532 1.02 EB TH 36 --_. Exit 1 2 1 3 4350 1658 4990 1.15 Mainline i 3 0 3 5850 2479 6542 1.12 WB TH 36/Cleveland ,- Entrance 1 0 1 1450 1241 1852 1.28 Mainline ~ 1 4 7376 3720 8394 1.14 Countv Rd. C Exit 0 0 1 1350 1037 1087 0.81 Mainline 3 0 3 5850 2683 7307 1.25 COuntv ~d C Entrance 0 0 ---L r-' __-.JIT5 221 1035 1.53 Mainline 3 0 3 5850 2904 8342 1.43 cou~ Rd. D Exit 0 0 1 1350 531 900 0.67 Mainline 3 0 3 5850 2373 7442 1.27 Coun~ Rd. D Entr.ance 0 0 1 675 197 437 0.65 Mainline 3 0 3 5850 2570 7879 1.35 TH 88 Entranfe 0 0 1 1450 306 609 0.42 - Mainline 3 0 3 5850 2876 8488 1.45 c.aun"" Rd. E2 Exit 0 0 1 1350 315 574 0.43 f\.1~inline 3 0, 3 5850 2561 7914 1.35 Count\f Rd. E2.. Entrance 0 0 ..._L +- 675 268 686 1.02 Mainline 3 0 3 5850 2829 8600 1.47 - _--'-'0 - EB 1-694 Exit 0 0 1 1450 ---" 309 384 0.26 Mainline 3 0 3 5850 2520 8216 1.40 ~:694 Entrance frol}1 0.. 0 1 1450 629 1134 0]8 Mainline 3 1 4 7376 3149 9350 1.27 WB 1-694 Exit 0 0 1 1450 705 1205 0.83 Mainline 3 0 3 5850 24<\1 8145 1.39 i'@.1-6~4 Entrance frC?ffi Q 0 1 1450 997 1712 1.18 , Mainline 3 0 3 5850 3441 9857 1.68 CSAH 96 Exit 0 0 1 1350 630 1090 0.81_ Mainline ~._- 5850 -, 3 0 - -- 3 2811 8767 1.50, CSAH 96 Entrance 0 0 1 725 128 871 1.20 ~, Mainline 3 0 3 5850 293.9, 9638 1.65 Old TH 10 Exit 0 0 1 1450 521 975 0,67 Mainline 3 0 3 5850 2418 866~ 1.48 OldTH 10 Entrance 0 0 1 1450 800 1775 1.~_ Mainlin.e 3 1 -"--- I-m 7376 3218 10438 1.42 ~ounty Rd, H Entrance 0 0 1 725 241 1271 1.75 Mainline 3 1 4 7376 3459 ..JJI09 1.59 Counfu Rd. 1 I;:xit 0 0 .1 1350 256 315 0.23 Mainline 3 1 4 "I- 7376 3203 11394 1.54 ~Q!!D!y_f{d. 1 Entrance. 0 0 1 725 290 1184 1.63 '---- Mainline 3 1 4 7376 , 3493 12578 1.71 ~NB Exit I 0 0 2 2900, 1559 4606 1.59 I-- ' i Mainline 3 0 3 5850 1934 7972 1.36 TH 10 NB Entrance from 0 0 1 1450 369 889 0.61 M,ainline 3 0 3 5850 2303 6861 1.51 County Rd. J Exit 0 0 1 1350 287 758 8~ >-, Mainline 2 0 2 ,. 3900 2016 8103 2.08 CSAH 23 Exit 0 0 2 290.0 .---- 212 1328 0.46 Mainline 2 0 2 3900 - 1804 6775 1.74 95th Ave. N Exit 0 0 I 1 1350 212 491 0.36 Mainline 2 0 2 3900 1592 6~~4 1.61 ~th Ave. N Entrance , 0 0 1 f-- 725 212 496 0.68 Mainline 2 0 2 3900 1804 6780 1.74 1-35WII-694ITH 10ITH 36 Transportation Deficiency Study SRF Consulting Group, Inc. March 30, 2002 . . .