Use of a Novel Controlled Release Surface Curing Agent for Bridge Decks - Phase 2

dc.contributor.authorChen, Lichun
dc.contributor.authorLey, M. Tyler
dc.date.accessioned2026-06-30T18:40:08Z
dc.date.available2026-06-30T18:40:08Z
dc.date.issued2022-03
dc.description.abstractThis report focuses on establishing methods to compare different curing methods and then determining how the timing of wet curing impacts the quality of the concrete in different evaporation environments. Chapter 2 uses electrical resistivity to non-destructively measure the moisture within concrete as it hydrates and correlates this to other measurements. Chapter 3 extends the electrical resistivity to evaluate how delays in the application of wet curing will impact the performance of bridge decks. The resistivity measurements provide new insights that are not easily obtained with other techniques and provide direct insights into the moisture change. The resistivity measurements over time are shown to correlate with the porosity, degree of saturation (DOS), and a novel tensile strength test. Chapter 4 provides an update on the use of Pulp Cure in the field and how modifications to the equipment can be used to make the application easier and more practical.
dc.description.sponsorshipSponsored by Oklahoma Department of Transportation Office of Research and Implementation, ODOT SPR Item Number 2258
dc.identifier.urihttps://shareok.org//handle/11244/342740
dc.language.isoen_US
dc.subjectConcrete
dc.subjectCurling
dc.subjectPulp cure
dc.titleUse of a Novel Controlled Release Surface Curing Agent for Bridge Decks - Phase 2
dc.typeTechnical Report

Files

Original bundle

Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
FHWA-OK-22-03 2268 Ley.pdf
Size:
4.68 MB
Format:
Adobe Portable Document Format

License bundle

Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
license.txt
Size:
2.01 KB
Format:
Item-specific license agreed upon to submission
Description: