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- W613506039 abstract "Premature deterioration of concrete pavement due to D-cracking has been a problem in Kansas since the 1930s. Limestone is the major source of coarse aggregate in eastern Kansas where the majority of the concrete pavements are constructed. D-cracking field performance was investigated to determine whether aggregate freeze-thaw durability specifications implemented in the 1980s have reduced materials-related failures to an acceptable level. The results indicate that the failure rate has decreased, but not to an acceptable level. The minimum failure rate was determined to be 31% of projects exhibiting D-cracking in less than 20 years. Seventy one percent of the failing projects were constructed with coarse aggregate from 9 quarries. Limestone source material appears to be the dominant parameter affecting D-cracking. Kansas Department of Transportation (KDOT) policies (any actions, requirements, or decisions) that affect the risk of D-cracking were reviewed. Recommendations included implementation of field performance criteria for aggregate material sources, improvement and unification of quarry monitoring and sampling procedures, and to perform life-cycle cost analyses for various aggregate materials in concrete." @default.
- W613506039 created "2016-06-24" @default.
- W613506039 creator A5086859100 @default.
- W613506039 date "2012-01-01" @default.
- W613506039 modified "2023-09-26" @default.
- W613506039 title "D-Cracking Field Performance of Kansas Portland Cement Concrete Pavements Containing Limestone" @default.
- W613506039 hasPublicationYear "2012" @default.
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