Distlehorst, J., & Jason, L. (2009). Cost effective bridge deck reconstruction in Kansas using high-density concrete overlays and asphalt membrane overlays : final report (Report No. FHWA-KS-07-4). Kansas. Dept. of Transportation. Bureau of Materials & Research. https://rosap.ntl.bts.gov/view/dot/16817
Distlehorst, Jennifer and Lin Jason. Cost effective bridge deck reconstruction in Kansas using high-density concrete overlays and asphalt membrane overlays : final report. Report no. FHWA-KS-07-4. Kansas. Dept. of Transportation. Bureau of Materials & Research, 2009. https://rosap.ntl.bts.gov/view/dot/16817.
Distlehorst, Jennifer, and Lin Jason Cost effective bridge deck reconstruction in Kansas using high-density concrete overlays and asphalt membrane overlays : final report. Kansas. Dept. of Transportation. Bureau of Materials & Research, 2009, Report no. FHWA-KS-07-4, ROSA P. https://rosap.ntl.bts.gov/view/dot/16817.
In 1976 the Federal Highway Administration (FHWA) approved federal aid funding for experimental
;
installations of corrosion protection for reinforcing steel in existing concrete bridge decks. Sixteen of the sixty-nine
;
Kansas bridges with Cost Effective Overlays built between 1976 and 1987 were selected for ongoing
;
monitoring of delaminations, cracking and corrosion potential in the reinforcing bars. Fourteen bridges with
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low water-cement ratio concrete overlays and two bridges with asphalt membrane protective systems were
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monitored annually for the life of the overlays. Eight of the low water-cement ratio overlays were constructed
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with high-cement-content Iowa System Overlays and six with lower-cement-content Kansas System Overlays.
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The two asphalt membrane overlays were constructed with a non-woven polypropylene fabric membrane laid
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onto asphalt cement and overlaid with hot-mix asphalt as a wearing surface. A comparison of service life with
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initial cost of each type of overlay shows that correctly-installed asphalt membrane overlays may have been
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the most cost effective, followed by the Kansas System concrete overlays.
Distlehorst, J., & Jason, L. (2009). Cost effective bridge deck reconstruction in Kansas using high-density concrete overlays and asphalt membrane overlays : final report (Report No. FHWA-KS-07-4). Kansas. Dept. of Transportation. Bureau of Materials & Research. https://rosap.ntl.bts.gov/view/dot/16817
Distlehorst, Jennifer and Lin Jason. Cost effective bridge deck reconstruction in Kansas using high-density concrete overlays and asphalt membrane overlays : final report. Report no. FHWA-KS-07-4. Kansas. Dept. of Transportation. Bureau of Materials & Research, 2009. https://rosap.ntl.bts.gov/view/dot/16817.
Distlehorst, Jennifer, and Lin Jason Cost effective bridge deck reconstruction in Kansas using high-density concrete overlays and asphalt membrane overlays : final report. Kansas. Dept. of Transportation. Bureau of Materials & Research, 2009, Report no. FHWA-KS-07-4, ROSA P. https://rosap.ntl.bts.gov/view/dot/16817.
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findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
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