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

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

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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

File Language:

English

Details

Creators:

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

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

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

MPC 15-302
Resource Type:

Brief
Geographical Coverage:

United States ; Wyoming
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
Download URL:

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

[PDF - 768.20 KB]
Collection(s):

University Transportation Centers ; US Transportation Collection
Main Document Checksum:

urn:sha256:efa457733a747644b439a1467ef2280c7ef972446a85427724bea4a9470eebaa

File Language:

English

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