Transportation Plan - City of Williston

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Roadways to be realigned: • Realign 51st Street NW; reduce curve and slope of roadway, and construct necessary improvements to upgrade this facility to be a future truck route. • Realign 141st Ave NW to make 90 degree intersection with south end of beltway. Roadways to be built in the future: • Construct and improve 58th Street W (aligns with 54th Street) from US Highway 2/85 to west of existing terminus • Construct 9th Avenue W from 58th Street W to 42nd Street W • Construct and improve 45th Street W from US Highway 2/85 to 16th Avenue W • Construct 42nd Street W between 25th Avenue W and 139th Avenue W • Construct and improve 139th Avenue NW from 53rd Street W to 26th Street W • Construct and improve 53rd Street W from airport to 139th Avenue W • Construct collector streets as needed to serve development north of 26th Street W and west of Hagen Elementary School • Construct and improve 11th Street W from 138th Avenue W to 141st Street Avenue W • Construct south end of beltway as a northern extension of Highway 85 north of US Highway 2/85, and curve one-half mile west to connect at 141st Avenue W • Construct collector streets needed to serve development north of US Highway 2/85 Traffic Volumes Traffic volumes for the year 2035 Base Scenario are shown in Figure 16. Changes in socioeconomic and employment (SEE) data and changes in land use were used to prepare the year 2030 traffic forecasts. A detailed table of SEE data can be found in a technical memorandum in Appendix B. Planned changes in land use and development patterns are discussed further in the Williston Comprehensive Plan. System Deficiencies The system capacity deficiencies were developed based upon the existing roadway system along with the programmed and planned roadway improvements described above. The volume-tocapacity analysis includes changes in future land use, and socioeconomic and employment data. Figure 17 display the roadway segments that will be approaching capacity, or will be at or above capacity by 2035. Roadways Approaching Capacity The following roadways will be between 85 – 100 percent of capacity: • US Highway 2/85 from 2nd Avenue W to Box Elder Street • US Highway 2/85 from 11th Street W to 140th Avenue NW • 18th Street W from US Highway 2/85 to 16th Avenue W • 11th Street W from 9th Avenue W to Davidson Drive • 2nd Street W from Main Street to 2nd Avenue W • 2nd Avenue West from 9th Street E to 5th Street W • University Avenue from 18th Street E to 11th Street E Williston Transportation Plan 40 August 2010
Roadways At or Above Capacity The following roadways will be at or above 100 percent of capacity: • 26th Street W from 6th Avenue W to 138 Avenue NW • 26th Street E from 1st Avenue E to 2nd Avenue W • 18th Street W from 16th Avenue W to east of Pheasant Run (25 th Street West) • 11th Street W from 2nd Avenue to 9th Avenue W • 2nd Avenue W from 11th Street W to 9th Street E • 42nd Street W from 6th Avenue W to 16th Avenue W Williston Transportation Plan 41 August 2010
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City of Williston Transportation Pl
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• Don Arnson, Vice Chairman - Dis
Page 8 and 9: System Deficiencies ...............
Page 11 and 12: INTRODUCTION The City of Williston
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Page 17 and 18: • US Highway 2 and US Highway 85
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Highway Network: Roadways are descr
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The following figure shows that for
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Figure A-5 Maximum Desirable Error
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Table A-3 Williston Socio-Economic
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J:\Maps\6505\mxd\figurex_TAZ.mxd Wi
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Transportation Plan - City of Williston

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