Donnelly, J. P., Krauss, P. D., & Lawler, J. S. (2011). Performance evaluation of Iowa bridge decks constructed with epoxy-coated reinforcing bars (Report No. WJE No. 2010.0868). Iowa. Dept. of Transportation. Office of Bridges and Structures. https://rosap.ntl.bts.gov/view/dot/26294
Donnelly, James P., Paul D. Krauss, and John S. Lawler. Performance evaluation of Iowa bridge decks constructed with epoxy-coated reinforcing bars. Report no. WJE No. 2010.0868. Iowa. Dept. of Transportation. Office of Bridges and Structures, 2011. https://rosap.ntl.bts.gov/view/dot/26294.
Donnelly, James P., et al. Performance evaluation of Iowa bridge decks constructed with epoxy-coated reinforcing bars. Iowa. Dept. of Transportation. Office of Bridges and Structures, 2011, Report no. WJE No. 2010.0868, ROSA P. https://rosap.ntl.bts.gov/view/dot/26294.
Epoxy coatings have been used on the embedded reinforcing bars of bridge decks since the mid-1970s to
;
mitigate deterioration caused by chloride-induced corrosion. The use of chloride-based deicers became
;
common in the early 1960s and caused corrosion of conventional uncoated bars in bridge decks within 5
;
to 10 years of commencement of deicer applications. In response to this rapid deterioration, the National
;
Bureau of Standards researched coatings to protect the reinforcement (National Bureau of Standards,
;
1975), resulting in the development of epoxy-coated reinforcing bars, which were used in bridge decks
;
beginning in 1973. While corrosion-related deterioration has been prevalent on bridge decks with
;
uncoated reinforcing bars in northern climates where the use of deicing salts is common, bridge decks
;
constructed after 1973 with epoxy-coated reinforcing have shown good corrosion resistance with only
;
limited exceptions. On the whole, previous laboratory and field studies regarding the performance of
;
epoxy-coated reinforcing bars are very promising; however, some laboratory and field studies have
;
yielded differing results.
Donnelly, J. P., Krauss, P. D., & Lawler, J. S. (2011). Performance evaluation of Iowa bridge decks constructed with epoxy-coated reinforcing bars (Report No. WJE No. 2010.0868). Iowa. Dept. of Transportation. Office of Bridges and Structures. https://rosap.ntl.bts.gov/view/dot/26294
Donnelly, James P., Paul D. Krauss, and John S. Lawler. Performance evaluation of Iowa bridge decks constructed with epoxy-coated reinforcing bars. Report no. WJE No. 2010.0868. Iowa. Dept. of Transportation. Office of Bridges and Structures, 2011. https://rosap.ntl.bts.gov/view/dot/26294.
Donnelly, James P., et al. Performance evaluation of Iowa bridge decks constructed with epoxy-coated reinforcing bars. Iowa. Dept. of Transportation. Office of Bridges and Structures, 2011, Report no. WJE No. 2010.0868, ROSA P. https://rosap.ntl.bts.gov/view/dot/26294.
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ensure public access to scientific information.
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