Laserfiche WebLink
<br />TABLEA-7 I II I I I <br />1-35W SOUTHBOUND PEAK HOUR VOLUMES 2025 Add One Lanel <br /> Hourly <br /> Capacity AM Peak <br /> Through Auxiliary Total (Maximum @ Hour PM Peak Hour Peak we <br /> Lanes Lanes Lanes LOS D) Volume Volume RatiO. <br /> .._ Mainline 3 0 3 5850 .,~ 3377 0.91 <br />95th Ave. N Exit .,... 0 0 1 1350 , 336 312 0.25 <br /> Mainli!1~ 3 0 3 5850 4976 3065 0.85 <br />95th Ave. N : Entrance 0 0 1 725 709 470 0.98 <br /> Mainllne- - 3 0 3 5850 5685 3535 0.97 <br />CSAH 23/0;;: J i Entrance : 0 0 'n 2 2900 1091 968 0.38 <br /> ! Mainline 3 0 3 5850 6776 4503 1.16 <br />TH 10 NB Exit .--. 0 0 1 1450 727 1090 0.75 <br /> Mainline n ..3 0 .11 5850 6049 3413 1.03 <br /> - ,.- <br />TH 10 SB, n Entrance , 2 __---.0. -- ---~.- 2 3900 4672 3251 1.20 <br />COun~-Rd. ,- Mainline 4 ___..,1 nn 5 9326 10721 6664 1.15 <br />-, Exit 0 0 1 1350 452 471 0.35 <br /> Mainline 4 1 5 9326 10269 6193 1.10 <br />Countv Rd. I J~n~rance 0 0 1 725 425 414 0.59 <br /> Mainline 4 1 5 9326 10694 6607 1.15 <br />Countv Rd. H Exit 0 0 1 1350 861 408 0.64 <br /> Mainline. 4 1 5 9326 9833 6199 1.05 <br />County R9.JL Entrance ,.a 0 1 - _~?:_2L-_ 248 170 0.34 <br /> Mainline 4 -.._---- 1" n 5 9326 10081 6369 1.08 <br />Old TH 10 __ExA 0 0 1 1450 1925 1106 1.33 <br /> Mainline 4 0 4 7800 8158 5263 1.05 <br />Old TH 10 Entrance 0 0 1 1450 980 893 0.68 <br /> _ _ M_ainline 4 0 4 7800 9136 6156 1.17 <br />CSAH 96 I;xit 0 0 1 1350 814 394 0.60 <br /> Mainline I 4 0 4 7800 8322 5762 1.07 <br />CSAH 96 Entrance 0 0 1 725 865 941 1.30 <br /> Mainline 4 0 4 7800 9187 6703 1.18 <br />we 1-694 Exit 0 0 1 1450 857 1087 0.75 <br /> Mainline 4 0 4 7800 8330 5616 1.07 <br />WB 1-694 Entrance from .., 0 0 1 1450 503 344 0,35 <br /> Mainline 4 1, ,5 9326 8833 5960 " 0.95 <br />EB 1-694 Exit -, 0 0 1 1450 972 1123 0.77 <br /> Mainline 4 0 4 7800 7861 4837 1.01 <br />1"B 1-694. Entrance from Mainline -- a 0 1 1450 1455 963 1,00 <br />,- 4 0 4 7800 9316 5800 1.19 <br />Cou~Rd. E2 Exit no On ,.. 1 1350 .~ 389 _.Jl~ <br /> Mainline 4 0 4 7800 8505 --- ---s:IT1 1.09 <br />eou(jh; Rd. E2 Entrance 0 0 1 675 278 300 -6:44' <br /> M~inline 4 0 4 7800 8783 5711 1.13 <br />TH88 Exit 0 0 1 1450 525 415 0.36 <br />CoUn';;Rd. D M.ainline 4 0 4 7800 8258 5296 1.06 <br /> Exit _._.~ 0 0 1 1350 498 224 0.37 <br /> Mainline . 4 0 4 7800 7760 5072 0.99 <br />Countv Rd. D Entrance 01 0 _.J 675 685 691 1.02 <br /> Mainline 41 0 4 -- 7800 8445 5763 1.08 <br />Count RdC Exit or 0 1 1350 757 469 0.56 <br /> Mainline 4f 0 4 7800 7688 5294 0.99 <br />Cou~ Rd. C Entr~tnce -61 0 1 675 319 688 1.32 <br /> Mainline 5' 1 5 11276 8007 6182 0.71 <br />Cleveland Ave./EB TH 3 Exii" I 0 ,__2 _.2900 1759 2105 0.73 <br /> 2' ----- - , 1 <br />TH 280 From S6 35W Exit 21 0 2 2900 2654 f ' 1826 0.92 <br /> Mainline 41 0 3 7800 3594 -_.~-- 2251 <br />1-.. ,... ,q~~- <br />WB TH 36 Entrance from T 21 1 3 4350 4218 3126 0.97 <br />TH 280 from WBn35W Ex" 01 0 1 1450 476 358 0.33 <br /> Mainline 5; 1 6 11276 7336 5019 0.65 <br /> <br />'.35W/I-694I7H 1O/fH 36 <br />Transportation Det;ciency Study <br /> <br />SRF Consulting Group, Inc. <br />March 30, 2002 <br /> <br />. <br /> <br />. <br /> <br />. <br />