Summary Findings of Re-Engineered Continuously Reinforced Concrete Pavement: Volume 1

Roesler, Jeffery; Dahal, Sachindra; Zollinger, Dan; Weiss, W. Jason; University of Illinois at Urbana-Champaign. Department of Civil and Environmental Engineering; Texas A & M University; Oregon State University

doi:10.36501/0197-9191/21-011

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Summary Findings of Re-Engineered Continuously Reinforced Concrete Pavement: Volume 1

2021-05-01
By Roesler, Jeffery ; Dahal, Sachindra ; Zollinger, Dan ; ...

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English

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Creators:

Roesler, Jeffery ; Dahal, Sachindra ; Zollinger, Dan ; Weiss, W. Jason

Roesler, Jeffery ; Dahal, Sachindra ; Zollinger, Dan ; Weiss, W. Jason Less -
Corporate Creators:

University of Illinois at Urbana-Champaign. Department of Civil and Environmental Engineering ; Texas A & M University ; Oregon State University

University of Illinois at Urbana-Champaign. Department of Civil and Environmental Engineering ; Texas A & M University ; Oregon State University Less -
Corporate Contributors:

Illinois State Toll Highway Authority ; Illinois Center for Transportation

Illinois State Toll Highway Authority ; Illinois Center for Transportation Less -
Subject/TRT Terms:

[+]

Active Crack Construction Continuously Reinforced Concrete Pavements Erosion Foundation Layers Hydration Internal Curing Lightweight Aggregates Macro-Fibers Performance Post Tensioning Relative Humidity Shrinkage Steel Superabsorbent Polymers
Publication/ Report Number:

ICT-21-011
DOI:

https://doi.org/10.36501/0197-9191/21-011
Resource Type:

Tech Report
Geographical Coverage:

Illinois ; United States

Illinois ; United States Less -
Edition:

Final Report
Corporate Publisher:

Illinois Center for Transportation
Abstract:

This research project conducted laboratory testing on the design and impact of internal curing on concrete paving mixtures with supplementary cementitious materials and evaluated field test sections for the performance of crack properties and CRCP structure under environmental and FWD loading. Three experimental CRCP sections on Illinois Route 390 near Itasca, IL and two continuously reinforced concrete beams at UIUC ATREL test facilities were constructed and monitored. Erodibility testing was performed on foundation materials to determine the likelihood of certain combinations of materials as suitable base/subbase layers. A new post-tensioning system for CRCP was also evaluated for increased performance and cost-effectiveness. This report volume summarizes the three year research effort evaluating design, material, and construction features that have the potential for reducing the initial cost of CRCP without compromising its long-term performance.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:b5302e39db64e04d7474766d30c161ed0aa00970fd896e81a50ff3c8dfa77f70
Download URL:

https://rosap.ntl.bts.gov/view/dot/56303/dot_56303_DS1.pdf
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Summary Findings of Re-Engineered Continuously Reinforced Concrete Pavement: Volume 1

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