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Mr. Gary Dodge -2- September 6, 1984 Mr. Gary Dodge -3- September 6, 1984 VOLUME AND ROUTING CHARACTERISTICS OF TRUCK TRAFFIC GENERATED ABILITY OF ROADWAY SYSTEM TO ACCOMMODATE DEVELOPMENT TRAFFIC BY PROPOSED DEVELOPMENT The projected truck traffic as a percentage of existing total As you have indicated, it is expected that the proposed deve- traffic volume is tabulated below. This information, lopment would generate approximately 100 truck trip ends per together with the truck routings to be used, is shown in day - 50 arriving at the site and 50 departing from the site. Figure 1. Since all the trucks operating to and from the facility would be under contract/lease by your company, you would have New Truck Trips control over the routings that would be used. The intent in Projected Existing as a Percentage defining routings to be used is to recommend routes that pre- New Daily Volume of Existing Total sently carry a large volume of truck traffic and furthermore Roadway Location Truck Trips 1983 Traffic Volume to avoid usage of streets with abutting residential use. In this context, the primary routes that will be designated for I-35W T.H. 88 East 45 69090 .065 truck trips approaching the site will be to/from the north on to T.H. 280 I-35W (about 25 trips per day), to/from the west on I-35W (about 45 trips per day), to/from the south on T.H. 280 I-35W T.H. 36 North 15 68750 .022 (about 15 trips per day), to/from the east on T.H. 36 (about to County Road C 15 trips per day). I-35W County Road C 25 63840 .039 For trips to/from the north on I-35W the designated routing North to T.H. 88 will be I-35W, south to County Road C, west to Walnut Street, south to Rose Place. and east to the site. For trips to/from T.H. 36 I-35W east to 15 50530 .030 the west on I-35W the designated routing will be I-35W, east T.H. 51 to Industrial Blvd., north to Walnut Street. east-northeast to Rose Place, and east to the site. For trips to/from the T.H. 280 I-35W south 15 40430 .037 east on T.H. 36 the designated routing will be T.H. 36, west to I-94 to I-35W, north to County Road C. west to Walnut Street, south to Rose Place, and east to the site. For trips to/from Co. Rd. C I-35W west to 40 15000 .27 the south on T.H. 280 the designated routing will be T.H. T.H. 88 280, north to Terminal Road, west to Walnut Street. north to Rose Place, and east to the site. The proposed routings Walnut St. Industrial Blvd. 45 2170* 2.1 avoid streets with abutting residential use. north to Terminal Road Walnut St. Terminal Road 60 2680* 2.2 i north to Rose Place j Terminal Rd. St. Croix St. 15 960* 1.6 west to Walnut Street St. Croix St. T.H. 280 north 15 4700* .32 to Terminal Rd. * Values are from 1979 1,