Durability of Low Carbon Concrete Mixtures

Adams, Matthew P.; Bandelt, Matthew J; New Jersey Institute of Technology

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

i

Durability of Low Carbon Concrete Mixtures

2023-03-01
By Adams, Matthew P. ; Bandelt, Matthew J

[PDF-2.05 MB]

English

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Details:

Creators:

Adams, Matthew P. ; Bandelt, Matthew J

Adams, Matthew P. ; Bandelt, Matthew J Less -
Corporate Creators:

New Jersey Institute of Technology
Corporate Contributors:

Rutgers University. Center for Advanced Infrastructure and Transportation ; United States. Department of Transportation. University Transportation Centers (UTC) Program ; United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology ; Port Authority of New York and New Jersey ; United States. Department of Transportation. Federal Highway Administration

Rutgers University. Center for Advanced Infrastructure and Transportation ; United States. Department of Transportation. University Transportation Centers (UTC) Program ; United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology ; Port Authority of New York and New Jersey ; United States. Department of Transportation. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Admixtures Chloride Content Corrosion Deicing Chemicals Life Cycle Analysis Salts
Publication/ Report Number:

Cait-UTC-REG59
Resource Type:

Tech Report
Geographical Coverage:

United States
Edition:

Final Report. May 15, 2021 - March 31, 2023
Contracting Officer:

Reed, Colin
Corporate Publisher:

Center for Advanced Infrastructure and Transportation (CAIT) (UTC)
Abstract:

This report presents a study of the chloride resistance (durability) of concrete mixtures that may be used to achieve low-carbon requirements. 18 distinct concrete mixtures were evaluated, with a comprehensive testing regime encompassing fresh state properties (slump, setting time, air content, and fresh density), compressive strength, and durability indicators (salt scaling resistance and chloride ion diffusion). The objective was to assess the viability of low-carbon concrete systems under performance-based criteria relevant to large-scale infrastructure applications. Overall, the mixtures demonstrated strong performance across several criteria. The 77% slag blend emerged as the most effective, meeting all selective performance benchmarks while offering the lowest carbon cost. Notable alternatives include 40F, 50F, 60S, 65S, 60S/OA, and 50S/PLC, which also showed robust performance.
Format:

PDF
Funding:

69A3551847102
Collection(s):

University Transportation Centers
Main Document Checksum:

[+]

urn:sha-512:dc48d6d8a0ae307b97c733469a67a8e2789f467c108b052d32ee46037ed0c680cb440d0360f68f64a62d769f386077783963af0634f7ecc4d9743f7342cf0738
Download URL:

https://staging-dot.cdc.gov/view/dot/82916/dot_82916_DS1.pdf
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Durability of Low Carbon Concrete Mixtures

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