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<br />. <br /> <br />. <br /> <br />. <br /> <br />TABLEA-10 I II nuL ,. L <br />~W SOUTHBOUND PEAK HOUR VOLUMES '2025 Add Two Lanes\ <br /> Hourly <br /> Capacity AM Peak <br /> Through Auxiliary Total (Maxlmum@ Hour PM Peak Hour Peak Vie <br /> Lanes lanes lanes LOS D) Volume Volume ,... Ratio <br /> Mainline 4 0 4 7800 5674 3407 ., 0.73 <br />95th Ave. N Exit 0 0 1 135O 336 303 0.25 <br /> Mainline 4 0 4 7800 5336 3104 0.68 <br />95th Aile. N Entrance 0 -- 0 1 725 924 S11 1.27 <br /> Mainline 4 0 4 7800 6262 3615 0'" 0.80 <br />C$AH 231Clv. J Entrance 0 0 2 2900 1437 1032 O,5O <br /> Mainline 4 0 .. 4 7800 7699 4647 0,99 <br />TH 10 NB Exit 0 0 1 -- 1450 885 1127 ~,?L <br /> Ma!I1!~ne 4 0 4 78<l0 6814 3520 0.87 <br />~tl ~O S8 Entrance 2 0 2 3900_ 4903 3264 1.26 <br />I-c-". Mainline 4 1 5 9326 11717 6804 1.26 '" <br />County Rd. I J~xjt 0 0 1 1350 i 456 463 0,34 <br /> Mainline 5 1 6 11276 J,. 11261 6341 1.00 <br />Countv Rd. I Entral'!c~e 0 0 1 725 557 457 0.77 <br /> Mainline 5 1 6 11276 11818 6798 1.05 <br />Cauntv Rd. H' Exit 0 . 0 1 1350 919 ~.!!5 0.68 <br /> Mainline 5 1 6 11276 10899 6413 0.97 <br />CounN Rd. H Entrance 0 0 1 725 248 170 0.34 <br /> Mainline 5 1 ,'. 6 11276 11147 6~~ 0.99 <br />Old TH 10 Exit 0 0 " .. . , 1450 1767 1070 .. 1.22 <br /> Mai!,!line 5 0 , 5 9750 938<l 5513 -...-- 0.96 <br />OldTH 10 Entrance 0 .0 , 1 '45O 1407 ..~69 0.97 <br /> Mainline 5 0 5 , 9750 10787 6482 1.11 <br />~~f::I96 Exit -- 0 0 1 ". 1350 1148 417 0,85 <br /> Mainline 5 0 5 9750 9639 6065 ,,_0""'- <br />CSAH 96 Entran~ .0. 0 1 725 945 1030 1.42_ <br />. Mainline 5 0 5 9750 10584 7095 1.09 <br />WBI-694 Exit 0 0 , 145O 1057 1163 0.8<l <br /> Mainline 5 0 , 5 975O 9527 5932 0.98 <br />~94 E.r::atrance from 0 0 1 1450 540 344 0.37 <br /> Mainline 5 1 6 11276 10067 6276 0.89 <br />EBI-694 Exit 0 0 1 1450 1076 1231 O.~? <br /> I Mainline 5 0 5 975O 8991 5045 0.92 <br />EBI-694 Entrance from 0 0 1 1450 1372 963 0.95 <br /> Mainline 5 0 5 975O 10363 6008 1.06 <br />Gountv Rd. E2 Exit 0 0 1 1350 - ---762 407 0.55 <br /> Mai.nline 5 5 9750 9601 5601 0.98 - <br /> 0 -, <br />Countv Rd. E2 _.~ntrance 0 0 , 675 295 295 0.44 <br />Iniaa" Mainline 5 0 ~. ~ 9750 9896 5896 1.01 <br />Ex' 0 0 1 1450 747 394 .. 0.52 <br /> Mainline 5 0 5 9750 9149 5502 , _.Q:~ <br />Goun Rd. 0 Exit 0 0 1 1350 480 226 .o.._~~ <br /> Mainline 5 0 5 9750 8669 5276 0.89 <br />~tyRd.D I;ntrance 0 0 ,..,' --"- 675 636 709 1.05 <br /> Mainline 5 0 5 -- 9750 9305 5985 0.95 <br />Countv Rd G Exit 0 0 1 1.350 642 493 0.62 <br /> i Entrance Mainline _..- 5 0 5 9750 6453 5492 . . 0.87 <br />Countv Rd. C 0 0 , 675 351 883 1.31 <br /> Mainline 5 1 6 11275 8814 6375 _O~ <br />Cleveland Ave.lEB TH 36 Exit 2 0 2 2900 1969 2166 -~~ <br />TH 280 From SB 35W Exit 2 0 2 2900 2864 1854 g.~ <br /> ! Mainline 3 0 3 5850 3981 2355 ,~ <br />WB TH 36 Entrance from T_ 2 , 3 4350 __ 4077 3018 q,~- <br />TH 280 from WB 35W Exit 0 0 , 145O ~~._- 359 0.41 <br /> Mainline 4 1 5 9326 7464 5014 0.80 <br /> <br />J-35W/I-694ffH 101TH 36 <br />Transportation Deficiency Study <br /> <br />SRF Consulting Group, Inc. <br />March 30, 2002 <br />