Timm, D. H., & Turochy, R. E. (2014). Pavement condition model based on automated pavement distress surveys (Report No. 930-758). Alabama. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/27712
Timm, David H. and Rod E. Turochy. Pavement condition model based on automated pavement distress surveys. Report no. 930-758. Alabama. Dept. of Transportation, 2014. https://rosap.ntl.bts.gov/view/dot/27712.
Timm, David H., and Rod E. Turochy Pavement condition model based on automated pavement distress surveys. Alabama. Dept. of Transportation, 2014, Report no. 930-758, ROSA P. https://rosap.ntl.bts.gov/view/dot/27712.
Many government agencies and private consulting companies must deal with the issue of
;
pavement maintenance. The ability to maintain an in-service pavement structure in
;
acceptable condition from structural and functional points of view is related to many
;
factors which are often not explicit and change with time. Although the maintenance
;
strategy may also depend on human experience, data interpretation and agency policies, it
;
is largely founded on the implementation of a pavement management system (PMS).
Timm, D. H., & Turochy, R. E. (2014). Pavement condition model based on automated pavement distress surveys (Report No. 930-758). Alabama. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/27712
Timm, David H. and Rod E. Turochy. Pavement condition model based on automated pavement distress surveys. Report no. 930-758. Alabama. Dept. of Transportation, 2014. https://rosap.ntl.bts.gov/view/dot/27712.
Timm, David H., and Rod E. Turochy Pavement condition model based on automated pavement distress surveys. Alabama. Dept. of Transportation, 2014, Report no. 930-758, ROSA P. https://rosap.ntl.bts.gov/view/dot/27712.
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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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