Constructability and Durability of Concrete Pavements

Details

• Creators:
  Trejo, David ; Vaddey, Naga Pavan ; Vasudevan, Gokul Dev ; Isgor, O Burkan ; Amirkhanian, Armen N.
• Corporate Creators:
  Oregon State University. School of Civil and Construction Engineering
• Corporate Contributors:
  Oregon Department of Transportation. Research Section ; United States. Department of Transportation. Federal Highway Administration
• Subject/TRT Terms:
  • Admixtures
  • Aggregates
  • Cement paste
  • Concrete pavements
  • Durability
  • Portland cement
  • Pavements
  • Sustainable development
  • Resilience (Materials) mixture proportioning
  • aggregate void
  More +
• Publication/ Report Number:
  FHWA-OR-RD-22-10
• Resource Type:
  Tech Report
• Geographical Coverage:
  United States
• Edition:
  Final Report
• Corporate Publisher:
  Oregon Department of Transportation. Research Section
• Abstract:
  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.
• Format:
  PDF
• Funding:
  Project SPR 823
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/60654/dot_60654_DS1.pdf
• File Type:
  [PDF - 17.82 MB]
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:31ecbe2e12ba9f4c4c80e22ba9067a53b429913a25ad70ebc941c136c8c971879e3a0589c1101d4c817bdd5b14440bd2497114e9623ef0a0ec5358b5771609b8