D-cracking field performance of Portland cement concrete pavements containing limestone in Kansas : phase 1 report.
Advanced Search
Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

For very narrow results

When looking for a specific result

Best used for discovery & interchangable words

Recommended to be used in conjunction with other fields

Dates

to

Document Data
Library
People
Clear All
Clear All

For additional assistance using the Custom Query please check out our Help Page

ROSA P serves as an archival repository of USDOT-published products including scientific 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.
i

D-cracking field performance of Portland cement concrete pavements containing limestone in Kansas : phase 1 report.

Filetype[PDF-6.44 MB]


Select the Download button to view the document
This document is over 5mb in size and cannot be previewed
English
Details You May Also Like

Details:

  • Creators:
    McLeod, Heather A.
  • Corporate Creators:
    Kansas. Dept. of Transportation. Bureau of Materials & Research
  • Subject/TRT Terms:
  • Publication/ Report Number:
    KS-12-3
  • Resource Type:
    Tech Report
  • Geographical Coverage:
    Kansas
  • Edition:
    Final report; Apr. 2009¿Jan. 2012.
  • Corporate Publisher:
    Kansas. Dept. of Transportation
  • 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. Limestone source material

    appears to be the dominant parameter affecting D-Cracking, while other design parameters, such as base type, joint

    sealant type, joint spacing, and joint orientation do not appear to significantly affect the presence of D-Cracking.

    Subsidiary aggregate-related reaction mechanisms were observed at locations with surface D-Cracking likely due to

    the increased amount of water penetration. The subsidiary reactions generally do not appear to be present at locations

    away from the D-Cracking.

    Kansas Department of Transportation policies (any actions, requirements, or decisions) that affect the risk of DCracking

    were reviewed. Recommendations included implementation of field performance criteria for aggregate

    material sources, improvement and unification of quarry monitoring and sampling procedures, to perform life-cycle

    cost analyses for various aggregate materials in concrete, and future monitoring of quarry field performance.

  • Format:
    PDF
  • Collection(s):
  • Main Document Checksum:
  • Download URL:
  • File Type:

Supporting Files

  • No Additional Files
More +

You May Also Like

Checkout today's featured content at rosap.ntl.bts.gov