Materials and Road Research | Concrete engineering
Coarse Aggregate Alkali Silica Reactivity (ASR)
Introduction
MnDOT Specification for Concrete Pavement and Concrete Bridge Decks require mitigation of reactive coarse aggregate identified as quartzite or gneiss.
Requirements
- MnDOT requires mitigation based upon the alkali silica reactivity (ASR) ASTM C1293 expansion test results for each individual coarse aggregate source.
- Review MnDOT Specifications to determine mitigation requirements.
- Contact the MnDOT Concrete Unit if the proposed coarse aggregate source is not listed on the table below.
ASTM C1293 Test Results
Pit Number | Coarse Aggregate Source | Expansion Result |
---|---|---|
17001 | Quartzite - Jeffers | 0.095 | 52003 | Quartzite - New Ulm | 0.082 | 65065 | Gneiss - Briellmaier | 0.051 | 87002 | Gneiss - Granite Falls | 0.033 | 92001 | Quartzite - Dell Rapids | 0.114 | 92003 | Quartzite - Sioux Falls | 0.095 |