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Determining the Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method)

 
This test method permits detection within 16 days of the potential for deleterious alkali-silica reaction of combinations of cementitious materials and aggregate in mortar bars. The cementitious materials are composed of various proportions of hydraulic cement, pozzolans, and ground-granulated blast-furnace slag. The test results are only valid for the specific combinations of pozzolan, slag, and reactive aggregates tested.
Keywords
Accelerated Mortar Bar Test - Aggregates - Alkali-Silica Reactivity - Blast-Furnace Slag - Cementitious Materials - Ground-Granulated Blast-Furnace Slag - Hydraulic Cement - Mortar Bar Test - Mortars - Pozzolans - Reactivity
ICS CODE
91.100.30 (Concrete and concrete products)
UNSPSC CODE
30111500 (Concrete and mortars); 30111800 (Aggregates)
CITATION FORMAT
ASTM C1567-13, Standard Test Method for Determining the Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method), ASTM International, West Conshohocken, PA, 2013, www.astm.org