Influence of rock salt impurities on limestone aggregate durability : technical summary.

Riding, Kyle A.; Varner, Jonathan; Armstrong, Cale; Kansas State University. Transportation Center

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

Advanced Search
Custom Query

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:

Clear All

Query Builder

Query box

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

Influence of rock salt impurities on limestone aggregate durability : technical summary.

2016-08-01
By Riding, Kyle A. ; Varner, Jonathan ; Armstrong, Cale

[PDF-801.76 KB]

English

Details You May Also Like

Details:

Creators:

Riding, Kyle A. ; Varner, Jonathan ; Armstrong, Cale

Riding, Kyle A. ; Varner, Jonathan ; Armstrong, Cale Less -
Corporate Creators:

Kansas State University. Transportation Center
Corporate Contributors:

Kansas. Dept. of Transportation
Subject/TRT Terms:

[+]

Coarse Aggregates Concrete Pavements Deicing Chemicals Freeze Thaw Durability Freeze Thaw Tests Halite Limestone Aggregates Pavement Performance
Publication/ Report Number:

K-TRAN: KSU-12-6
Resource Type:

Tech Report
Geographical Coverage:

United States
Edition:

Technical summary
Corporate Publisher:

Kansas. Dept. of Transportation. Bureau of Research
Abstract:

Non-durable coarse aggregate in concrete pavement can break down under

repeated freeze-thaw cycles. Application of rock salt may increase the severity of

exposure conditions because of trace compounds, such as calcium sulfate, in rock

salt. Concrete and saw-cut limestone specimens were also subjected to wet-dry

cycles in varying salt solutions to examine the influence of trace compounds in

rock salt. Subsequently, limestone aggregate in concrete was subjected to freezethaw

cycling in two methods: salt-treating the aggregate before batching concrete,

and half-immersing concrete specimens in rock salt solution during freeze-thaw

cycling.
Format:

PDF
Funding:

C1913
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:b3468519ae22ee8148b5765577872c927e18d85bc0490e7add341e3148d0873f
Download URL:

https://rosap.ntl.bts.gov/view/dot/31029/dot_31029_DS1.pdf
File Type:

No Additional Files

More +

Influence of rock salt impurities on limestone aggregate durability : technical summary.

Details:

Supporting Files

You May Also Like