Impacts of Internally Cured Concrete Paving on Contraction Joint Spacing: Phase II—Field Implementation of Internally Cured Concrete for Iowa Pavement Systems

Project Details
STATE

IA

SOURCE

TRID

END DATE

04/01/21

RESEARCHERS

Amin Daghighe, Peter Taylor, Halil Ceylan, Yang Zhang

SPONSORS

Iowa DOT

KEYWORDS

Concrete curing, Concrete pavements, Field tests, Fine aggregates, Laboratory tests, Life cycle analysis, Pavement cracking, Pavement joints, Pavement performance, Permeability, Warpage

Project description

The aim of the work described in this report was to investigate the impacts of internally cured (IC) concrete paving on warping in test pavements built in Iowa. The study involved both laboratory investigations and field implementation of internally cured concrete for Iowa pavement systems. In summary, the technique does appear to be of benefit for reducing the potential for early-age cracking, improving ride and increasing the longevity of relatively thin overlays.
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