Zwerneman, F. J., Gunna, S. R., & Syed, H. S. (1991). Performance of Epoxy-Coated Steel in Continuously Reinforced Concrete Pavement (Report No. FHWA/OK 91 (11)). Oklahoma. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/89266
Zwerneman, Farrel J., Srinivas R Gunna, and Hameed S Syed. Performance of Epoxy-Coated Steel in Continuously Reinforced Concrete Pavement. Report no. FHWA/OK 91 (11). Oklahoma. Department of Transportation, 1991. https://rosap.ntl.bts.gov/view/dot/89266.
Zwerneman, Farrel J., et al. Performance of Epoxy-Coated Steel in Continuously Reinforced Concrete Pavement. Oklahoma. Department of Transportation, 1991, Report no. FHWA/OK 91 (11), ROSA P. https://rosap.ntl.bts.gov/view/dot/89266.
Sections of Interstate 35 in Noble and Logan Counties of Oklahoma were recently reconstructed. The reconstruction involved replacing the existing pavement with continuously reinforced concrete pavement. On both projects, northbound lanes were reinforced with epoxy-coated steel and southbound lanes were reinforced with uncoated steel. This side-by-side construction provides an excellent opportunity for comparing the performance of pavement constructed with epoxy-coated reinforcement to pavement constructed with uncoated reinforcement.
Zwerneman, F. J., Gunna, S. R., & Syed, H. S. (1991). Performance of Epoxy-Coated Steel in Continuously Reinforced Concrete Pavement (Report No. FHWA/OK 91 (11)). Oklahoma. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/89266
Zwerneman, Farrel J., Srinivas R Gunna, and Hameed S Syed. Performance of Epoxy-Coated Steel in Continuously Reinforced Concrete Pavement. Report no. FHWA/OK 91 (11). Oklahoma. Department of Transportation, 1991. https://rosap.ntl.bts.gov/view/dot/89266.
Zwerneman, Farrel J., et al. Performance of Epoxy-Coated Steel in Continuously Reinforced Concrete Pavement. Oklahoma. Department of Transportation, 1991, Report no. FHWA/OK 91 (11), ROSA P. https://rosap.ntl.bts.gov/view/dot/89266.
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