Constructability and Durability of Concrete Pavements

Project Details
STATE

OR

SOURCE

ODOT

END DATE

01/01/22

RESEARCHERS

David Trejo, Naga Pavan Vaddey, Gokul Dev Vasudevan, O. Burkan Isgor, Armen Amirkhanian

SPONSORS

Oregon Department of Transportation, FHWA

KEYWORDS

aggregate void, Concrete, mixture proportioning, paste volume, Pavements, resilience, sustainability

LINKS

Product

Project description

Concrete for pavements must be proportioned so that the concrete is economical and durable. Because ordinary Portland cement (OPC) is the most costly component and is generally less durable than the aggregates, the OPC should be minimized. OPC significantly contributes to CO2 during manufacturing. Therefore, minimizing the OPC will also make the concrete greener. This research developed a mixture proportioning method to minimize the OPC content. This is achieved by characterizing the aggregates that will be use in the concrete to minimize the voids in the aggregates (fine and coarse). This will result in lower OPC requirements. This research assessed concretes proportioned with the new method. All concretes met edge slump and surface void requirements. All concretes met compressive and flexural strength requirements. Most concretes met formation factor requirements. Select testing indicates that shrinkage, as measured with shrinkage rings, is likely dependent on paste content; lower paste contents lead to lower shrinkage, but more research is needed. Select concretes did not perform well in freeze-thaw testing, however void spacing and size were not assessed.
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