Minnesota Department of Transportation - MnDOT

This mix uses smaller size (no greater than 1/2 inch) aggregate size with low slump, air entrainment, and a maximum water-cement ratio of 0.44 (Frentress and Harrington 2012) When using Type III (HE) cement, the repair can be opened to traffic faster than Type I cement, however this cement can be more difficult to place (Frentress and ... ................
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