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TABLE A-1 I I I I 1-35W SOUTHBOUND PEAK HOUR VOLUMES /ExistinQ I Hourly Capacity AM Peak PM Peak Throu9h I Auxiliary Total (Maximum @ Hour Hour Peak VIe Lanes Lanes Lanes LOS 0) Volume Volume Ratio North of 95th Avenue Mainline 2 0 2 3900 3379 1194 0.87 95th Ave.,.N_ Exit 0 _____9 -- I _____1llil ---- 292 51 0.22 Mainlin~ 2 0 2 3900 3087 1143 0.79 ---- 95th Ave. N Entrance 0 0 1 725 292 328 0.45 , Mainline 21 0 2 3900 3379 -. 1471 0,87 CSAH 23/Ctv. J Entran~e 0 0 2 2900 572 728 0.25 tylalnline , 2 _0 ~_1 I- 3900 3951 2199 1.01 TH 10 NB -' Exit .. I 0 1 3 5468 218 387 _ML.. ..... Mainline 2 0 2 3900 3733 1812 0.96 TH 10 SB Entrance 1 1 2 3468 3817 1564 1.10 1.---.;;;1;;,' Mainline 3_ 1 4 7376 7550 3376 1.02 Coun Rd. I Exit 0 0 1 675 ,36 169 0,25 >-- on"", Mainline 3 1 4 7376 7514 3207 1.02 Coun Rd. I Entrance 0 0 1 ]25 I . 289 252 0.40 fe. Mainline 3 1 4 7376 7803 3459 1.0"-_ Countv Rd. H Exit 0 0 1 1350 l--- 163 180 0.13 Mainline 3 I' 4 7376 7640 3?7~ 1,04 ~1Y'_Rd. H Entrance 0 0 1 725 216 148 0.30 Mainline 3 1 4 .z:m> , 7856 3427 1.07 Qld TH 10 Exit 0 0 1 1450 1401 936 .~ M.ainline 3 0 ,-,------- .3, 5850 6455 2491 1.10 Old TH 10 EntryJnce 0 0 1 1450 212, 368 0,25 Mainline 3 0 3 5850 6667 2859 1.14 CSAH 96 Exit 0 0 1 1350 .161 132 0.12 Mainline 3 0 3 5850 6506 2727 1.11 CSAH 96 Entrance 0 0 1 725 287 447 0.62 Mainline 3 0 3 5850 6793 3174 1.16 '@J-694 Exit , 0 0 1 1450 981 833 0.68 Mainline 3 - 0 -..-- 3 5850 5812 2341 0,99 , '"I.B 1,694 Entran~e from 0 0 1 1450 312 299 0.22 - Mainline 3 1__.._~ ,- 7376 6124 2640 0,83 ~94. Exit 0 o 1 1450 160 "------ 161 0.11 Mainline 3 0 3 ------- 5850 5964 2479 1.02 EB 1-694 Entrance frpm I 0 0 1 1450 929 837 0.64 '- Mainli~ 3 0 - __3., 5850 6893 3316 1.18.. ,- Countv Rd. E2 Exit .0 0 1 1350 143 194 0.14 Mainli~ 3 0 - ---- 3 5850 6750 3122 1.15 Count\f Rd. E~ Entrance 0 0 1 675 1.97 275 0.41 Mainline 3 0 31--,. 5850 6947 3397 1.19 TH 88 Exit 0 _n 0 1 1450 373 302 0.26 COunhtRd.D Mainline 3 0 3 5850 6574 3095 1.12 -- Exit 0 0 1 1350 297 n, 136 0.22 Mainline 3 0 3 5850 6277 2959 1.07 Countv Rd. D Entrance 0 0 1 675 320 560 0,83 --.-- Mainline. 3 0 31--___ 5850 6597 3519 1.13._ Counht Rd C Exit 0 0 11 1350 61L 422 0.45 Mainline 3 0 3 5850 5985 3097 ..,~ Countv R~, G. ___n_ Entrance 0 0 1 675 235 607 0.90 Mainline 3 - 1 4 7376 6220 3704 0.84 ~€l;yeIand Ave.JEB TH 3 Exit__ - 2 0 2 2900 704 983 0.34 TH 280 From SB 35W Exit 2 0 2 2900 1412 816 0.49 Mainline 2 0 - 2 -------- 3900. 4104 1905 ..,..,1JlL WB TH 36 Entrance from T 1 1 2 2900, 3572 -, 2037 1.23 TH 280 from_WB 35W Exit to 0 0 1 14501 583 328 DAD Mainline 2 1 3 54261 7093 3614 1.31 '-35W/J-694ITH 10ITH 36 Transportat;on Deficiency Study SRF Consulting Group, Inc. March 3D, 2002 . . .