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american petrographic services

AET > Services > Materials > ASR

Aggregate Alkali-Silica Reactivity (ASR) testing represents an integral part of ongoing laboratory testing services at American Engineering Testing, Inc. (AET). AET can test for this important parameter using any of seven accepted methods.

The following table details our scope of services for ASR testing:

Test method

 

Name of test

 

Completion time

 

Sample size (lbs.)

 

ASTM:C1260

 

Potential alkali reactivity of aggregates (Rapid Mortar Bar Method)

 

3 - 4 weeks

10# Aggregate
3# Cementitious
  (of each size & source)

ASTM:C1293

 

Length change of concrete due to

alkali-silica reaction

 

12 months minimum

125# Aggregate
50# Cementitious

ASTM:C227

 

Potential alkali reactivity of cement-aggregates  combinations  (Original Mortar Bar Method)

 

6 months

15# Aggregate
5# Cementitious
  (of each size & source)

ASTM:C289

 

Potential alkali-silica reactivity of aggregates (Chemical Method)

 

3 - 4 weeks 5# Aggregate

ASTM:C295

 

Petrographic examination of aggregates for

concrete

 

2 - 4 weeks

5# Fine aggregate
30# Coarse aggregate
  (of each size & source)

ASTM:C856

 

Petrographic examination of  hardened concrete

 

2 - 3 weeks
Rush: add 20%

Cylinder or chunk
(full depth)

ASTM:C441

 

Effectiveness of

mineral admixture in controlling alkali-silica reactivity

 

6 months

10# Aggregate
5# Cementitious

ASTM: C1567

 

Determining the potential cementitious materials and

aggregate

 

3-4 weeks 10# Aggregate
3# Cementitious
  (of each size & source)

ASR is the reaction between unstable silica in aggregates and the alkali in the cement paste, which produces an expansive gel. This reaction causes extensive cracking and expansion within the aggregate particles and ultimately damages the concrete itself. Common reactive aggregates include chert and shale as well as igneous and metamorphic rocks containing strained quartz. As these reactions are driven by moisture, reactive aggregates used in exterior construction are typically the most susceptible. The reaction continues as long as reactive silica and moisture are available.

To avoid ASR issues, fine and coarse aggregates are tested in concert with a high alkali cement. For specific projects, testing may be performed with the actual materials proposed for the new construction. Representative testing in early stages can minimize problems in the future.

Additional lab and field services are available.  Please call for additional information, pricing information or to request a proposal.  Prices may vary to specific project requirements or local specifications.

 

 

 

 

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