Barr, P. J., & Wixom, K. (2009). Feasibility of using high-strength steel and MMFX rebar in bridge design (Report No. UT-09.09). Utah. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/17413
Barr, Paul J. and Kathryn Wixom. Feasibility of using high-strength steel and MMFX rebar in bridge design. Report no. UT-09.09. Utah. Department of Transportation, 2009. https://rosap.ntl.bts.gov/view/dot/17413.
Barr, Paul J., and Kathryn Wixom Feasibility of using high-strength steel and MMFX rebar in bridge design. Utah. Department of Transportation, 2009, Report no. UT-09.09, ROSA P. https://rosap.ntl.bts.gov/view/dot/17413.
Pressed by increases in construction costs coupled with insufficient funding for maintenance and new construction, many state and federal agencies are now specifying a service life of 75 years for all concrete bridges without significant repairs. In order to achieve this longer service life, better materials are required. MMFX Microcomposite Steel is a proprietary alloy that the company claims has greater corrosion resistance and structural properties which can achieve a service life of up to 75 years. This report summarizes previous research and the Utah Department of Transportation's experience with the use of MMFX Microcomposite Steel as deck reinforcement.
Barr, P. J., & Wixom, K. (2009). Feasibility of using high-strength steel and MMFX rebar in bridge design (Report No. UT-09.09). Utah. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/17413
Barr, Paul J. and Kathryn Wixom. Feasibility of using high-strength steel and MMFX rebar in bridge design. Report no. UT-09.09. Utah. Department of Transportation, 2009. https://rosap.ntl.bts.gov/view/dot/17413.
Barr, Paul J., and Kathryn Wixom Feasibility of using high-strength steel and MMFX rebar in bridge design. Utah. Department of Transportation, 2009, Report no. UT-09.09, ROSA P. https://rosap.ntl.bts.gov/view/dot/17413.
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