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The goals of this study were to: Characterize Minnesota’s aggregates with a range of carbonate content using a simple, rapid test, such as the Iowa pore index test; Relate to Iowa pore index values and other aggregate properties (such as pore structure and absorption) that are known to affect freeze-thaw durability; and Re-evaluate the current MnDOT specification limits on Class B and Class C aggregates to allow more sources of aggregate to be used in concrete construction.
The goals of this study were to: Characterize Minnesota’s aggregates with a range of carbonate content using a simple, rapid test, such as the Iowa pore index test; Relate to Iowa pore index values and other aggregate properties (such as pore structure and absorption) that are known to affect freeze-thaw durability; and Re-evaluate the current MnDOT specification limits on Class B and Class C aggregates to allow more sources of aggregate to be used in concrete construction.
Prescreening Protocol Could Expand Acceptable Aggregate Sources. Technical Summary
2015
2 pages
Report
Keine Angabe
Englisch
Road Transportation , Construction Equipment, Materials, & Supplies , Highway Engineering , Materials Degradation & Fouling , Concrete pavements , Aggregates , Carbonate content , Gravel roads , Freeze thaw durability , Low volume roads , Aggregate tests , Surface treating , Pore structure , Pore size , Durability , Minnesota , Primary Pore Index (PPI) , Secondary Pore Index (SPI) , Iowa pore index
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