Deicer-freeze-thaw resistance characteristics of Portland cement concrete for Wisconsin pavements
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

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Help
Clear All

Query Builder

Query box

Help
Clear All

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

i

Deicer-freeze-thaw resistance characteristics of Portland cement concrete for Wisconsin pavements

Filetype[PDF-1.12 MB]


  • English
    • Details You May Also Like

    Details:

    • Creators:
      Cramer, S. M.
    • Subject/TRT Terms:
    • Publication/ Report Number:
      WI-06-95
    • Resource Type:
      Tech Report
    • Geographical Coverage:
      Wisconsin
    • Corporate Publisher:
      Wisconsin. Department of Transportation
    • Abstract:
      The objectives of the study were to identify PCC mixes that offer increased deicer-freeze-thaw durability and to identify mix characteristics that contribute to premature durability distress. PCC mixes covering a range of air contents and water-cement ratios were mixed in the Wisconsin Dept. of Transportation (WisDOT) Central Oddice laboratories and evaluated at the University of Wisconsin-Madison. Evaluation included measurement of dimensional change, weight loss and dynamic modulus of elasticity during a regime of accelerated freeze-thaw cycling in a sodium chloride/calcium sulfate solution. Petrographic examination was conducted on specimens of each mix following the freeze-thaw testing. the study did not succeed in producing concrete specimens that mimicked the deicer distress found in certain Wisconsin pavements. The study did establish that higher cement contents and resulting low eater-cement ratios offer considerable additional protection for deicer-freeze-thaw exposure and more protection than simply increasing air content alone. Lowering overall san content appeared to also improve deicer-freeze-thaw durability compared to otherwise similar mixes and cement content.
    • 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

    Version 3.26