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<br />. <br /> <br />. <br /> <br />. <br /> <br />TABLEA-4 1 II I <br />1-35W SOUTHBOUND PEAK HOUR VOLUMES (2025 Baseline) I" ..,. ,. <br />- , . ~ -- -- -~- Ho':irli~' <br /> Capacity AM Peak <br /> Through Auxiliary Total (Maximu~ @ Hour PM Peak Hour Peak vIe <br /> Lanes Lanes Lanes LOS 0 Volume Volume Ratio <br />North of 95th Avenue Mainline 2 . ..,.Q--.... 'OJ 1-' 3900 ._4~1!! -- 2995 1.14 <br />95th AVe. N Exit 0 0 1 1350 634 288 0.47 <br /> Mainline ,2_ 0 2 3900 3795 2707 0.97 <br />95th Ave. N E.ntrance 0 0 1 725 432 440 0,61 <br />f-_no..., Mainline 2 0 2 3900 4227 3147 1.08 <br />CSAH 23/Ctv. J Entrance 0 0 2 2900 1016 .__n__~__ 916 0,35 <br /> Mainline 2 0 2 3900 5243 4063 1.34 <br />TH 10 NB Exit 0 0 1 _14~0 663 1045 0.72 <br /> Mainline 2 0 2 3900 4560 3016 1.17 <br />TH 10 SB Entrance 2 0 2 3900 4556 3166 1.17 <br /> Mainline 3 1 4 7376 , ,9116 6166 1.24 <br />Cauntv Rd. I Exit 0 0 1 1350 421 452 0.33 <br /> Mainline 3 1 4 7376 6697 5734 1.18 <br />Count" Rd. I Entrance - 0 1 725 392 361 0,54 <br /> 0 <br />IcOu;;;;;Rd.H M~!~line 3 1 4 7376 9089 6095 1.23,. <br />Exit 0 0 1 1350 1073 421 0,79 <br /> Mainline 3 1 4 7376 6016 5674 1.09 <br />Goun"" Rd. H Entrance 0 0 1 725j.. 248 170 0.34 <br /> Mainline 3 1 4 7376 6264 5644 1.12 <br />Old TH 10 Exit 0 0 1 1450 1924 1149 1,33 <br /> Mainline _.". 3 0 3 5850 6340 4695 1.06 <br />Old TH 10 Entrance 0 0 1 1450 678 762 0,61 <br /> Mainline 3 0 3 5850 7218 5457 1.23 <br />CSAH 96 Exit 0 0 1 1350 751 445 0.56 <br /> Mainline 3 0 3 5850 6467 5012 1.11 <br />CSAH 96 ~ntrance 0 0 1 .._-". 725 631 968 1,36 <br />---'.~ Mainline 3 0 3 5850 7298 6000 1.25 <br />WB 1.694 Exit 0 0 1 1450 667 1077 0.74 <br /> Mainline 3 0 3 5650 6441 - 4923 1.10 <br />WB 1.694 Entrance from 0 0 1 1450 466 344 0,32 <br />-~-- Mainline 3 1 3 7376 6907 5267 0,94 <br />EB 1-694- Exit 0 -- 0 1 1450 566 902 0,62 <br /> Mainline 3 0 3 5850 6319 436S 1.08 <br />EB 1-694- Entrance from -- 1 _1450 1266 963 0.87 <br /> 0 0 ----- , <br /> Mainline .. 3 0 3 5650 7565 5326 ",1.,:lL <br />cauntv Rd. E2- Exit 0 0 1 13.50 697 361 0,52 <br /> Mainline .. 3 0 3 5650 6668 496? _.._UL <br />Countu Rd. E2 Entrance 0 0 1 _,6J5 263 281 0.42 <br /> Mainline 3 0 3 5650 7171 5246 1.23 <br />TH 88 iExit 0 0 1 ------ 1450 365 386 0,27 <br /> I Mainline 3 0 3 5650 6786 4662 1,16 <br />Counh. RcC 0 Exit 0 0 1 1350 394 202, 0.29 <br /> ----- Mainline 3 0"._ ~, 5650 6392 4660 1.09 <br />Countv Rd. 0 Entrance 0 0 1 675 607 -- --~ 695 1.03 <br /> Mainline 3 0 ~-,~- 5850 6999 5355 1.20 <br />CountVRd C Exit 0 0 1 1350 597 438 0.44 <br /> Mainline 3 0 3 5850 6402 4917 1.09 <br />Countv Rd. C Entrance 0 0 1 675 348 901 1.33 <br /> Mainline 3 1 M ____ 4 " 7376 6750 5818 0.92 <br />Cleveland Ave.lEB TH Exit 2 0 2 2900 1313 1886 ,-,*- <br />TH 280 FroTfl SB 35W Exit 2 0 2 2900 2101 - 1681 0.72 <br /> Mainline 2 0 r---1- }900 3336 2251 0.66 <br />WB TH 36 Entrance from T 3 1 4 4350 4517 .3221 1.04 <br />TH 280 from WB 35W Exit 0 0 1 1450 51.0 377 0.35 <br /> Mainline 4 1 5 9326 7343 5095 0.79 <br /> <br />1-35W/I-694/TH 10flH 36 <br />Transportation DefICiency Study <br /> <br />SRF Consulting Group, Inc. <br />March 30, 2002 <br />