Risk of Alkali-Silica Reaction When Using Recycled Concrete Aggregate in New Concrete: [Project Brief]

Tanner, Jennifer Eisenhauer; Fiore, Bryce; Wilson, Shane; Wyoming. Dept. of Transportation; University of Wyoming; Mountain Plains Consortium

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

i

Risk of Alkali-Silica Reaction When Using Recycled Concrete Aggregate in New Concrete: [Project Brief]

2015-12-01
By Tanner, Jennifer Eisenhauer ; Fiore, Bryce ; Wilson, Shane

[PDF-768.20 KB]

English

Details You May Also Like

Details:

Creators:

Tanner, Jennifer Eisenhauer ; Fiore, Bryce ; Wilson, Shane

Tanner, Jennifer Eisenhauer ; Fiore, Bryce ; Wilson, Shane Less -
Corporate Creators:

Wyoming. Dept. of Transportation ; University of Wyoming ; Mountain Plains Consortium

Wyoming. Dept. of Transportation ; University of Wyoming ; Mountain Plains Consortium Less -
Corporate Contributors:

United States. Dept. of Transportation. Research and Innovative Technology Administration
Subject/TRT Terms:

[+]

Alkali Silica Reactions Highways Laboratory Tests Materials Natural Aggregates Pavements Recycled Materials
Publication/ Report Number:

MPC 15-302
Resource Type:

Brief
Geographical Coverage:

United States ; Wyoming

United States ; Wyoming Less -
Edition:

Project Brief
Corporate Publisher:

Wyoming. Dept. of Transportation
Abstract:

A suite of testing was performed to evaluate the coefficient of variation for multiple laboratories performing the accelerated mortar bar test using recycled concrete aggregate. The precision statements of the ASTM standard were evaluated. As expected, more variability occurs when using recycled concrete as an aggregate. This work presents a comprehensive set of data for three different recycled concrete aggregate sources and two levels of replacement.
Format:

PDF
Funding:

ASTM C 1260
Collection(s):

University Transportation Centers US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:efa457733a747644b439a1467ef2280c7ef972446a85427724bea4a9470eebaa
Download URL:

https://rosap.ntl.bts.gov/view/dot/39917/dot_39917_DS1.pdf
File Type:

No Additional Files

More +

Risk of Alkali-Silica Reaction When Using Recycled Concrete Aggregate in New Concrete: [Project Brief]

Details:

Supporting Files

You May Also Like