The effects of supplementary cementitious materials on alkali-silica reaction : [technical summary].

Parcells, Jr., William H.; Montney, Rodney A.; Kansas. Dept. of Transportation

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The effects of supplementary cementitious materials on alkali-silica reaction : [technical summary].

2015-07-01
By Parcells, Jr., William H. ; Montney, Rodney A.

[PDF-122.28 KB]

English

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Creators:

Parcells, Jr., William H. ; Montney, Rodney A.

Parcells, Jr., William H. ; Montney, Rodney A. Less -
Corporate Creators:

Kansas. Dept. of Transportation
Subject/TRT Terms:

[+]

Admixtures Aggregates Alkali Silica Reactions Cement Evaluation Fly Ash Portland Cement Concrete
Publication/ Report Number:

FHWA-KS-15-06
Resource Type:

Brief
Geographical Coverage:

Kansas
Corporate Publisher:

Kansas. Dept. of Transportation
Abstract:

The Kansas Department of Transportation (KDOT) has controlled alkali-silica

reaction (ASR) for more than 70 years through the use of selected aggregates.

Sand and gravel sources had to be tested using Kansas Test Method KTMR-

23 (1999), Wetting and Drying Test of Sand and Sand-Gravel Aggregate for

Concrete. Those aggregate sources that did not pass the Wetting and Drying

Test had to be used with a “sweetener.” The sweetener had to make up a

minimum of 30% (by weight) of the aggregate in the concrete. The most

common sweeteners used have been limestone, calcite cemented sandstone,

and a coarse gravel that passed the Wetting and Drying Test. Granite from

Arkansas has recently been added as a sweetener in the Kansas City market
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:dccd6c3edb1d8a0b06b1f15737d260b64426f6d578efb12155742656fe41ad02
Download URL:

https://rosap.ntl.bts.gov/view/dot/29218/dot_29218_DS1.pdf
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The effects of supplementary cementitious materials on alkali-silica reaction : [technical summary].

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