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Mr . Gary Dodge -3- September 6 , 1984 <br /> ABILITY OF ROADWAY SYSTEM TO ACCOMMODATE DEVELOPMENT TRAFFIC <br /> The projected truck traffic as a percentage of existing total <br /> traffic volume is tabulated below. This information , <br /> together with the truck routings to be used , is shown in <br /> Figure 1 . <br /> New Truck Trips <br /> Projected Existing as a Percentage <br /> New Daily Volume of Existing Total <br /> Roadway Location Truck Trips 1983 Traffic Volume <br /> I -35W T. H. 88 East 45 69090 . 065 <br /> to T. H. 280 <br /> I-35W T. H. 36 North 15 68750 .022 <br /> to County Road C <br /> I -35W County Road C 25 63840 . 039 <br /> North to T.H. 88 <br /> T . H . 36 I -35W east to 15 50530 .030 <br /> T . H. 51 <br /> T . H. 280 I -35W south 15 40430 . 037 <br /> to 1 -94 <br /> Co . Rd . C I -35W west to 40 15000 ' . 27 <br /> T .H. 88 <br /> Walnut St . Industrial Blvd . 45 2170* 2. 1 <br /> north to Terminal <br /> Road <br /> I <br /> Walnut St . Terminal Road 60 2680* 2.. 2 <br /> north to Rose <br /> Place <br /> Terminal Rd . St . Croix St . 15 960* 1 . 6 <br /> west to Walnut <br /> Street <br /> St . Croix St . T.H. 280 north 15 4700* . 32 <br /> to Terminal Rd . <br /> * Values are from 1979 <br />