Ye, D., Mukhopadhyay, A., & Zollinger, D. G. (2009). Laboratory and field evaluation of concrete paving curing effectiveness (Report No. FHWA/TX-10/0-5106-3). Texas Transportation Institute. https://rosap.ntl.bts.gov/view/dot/17323
Ye, Dan, Anol Mukhopadhyay, and Dan G. Zollinger. Laboratory and field evaluation of concrete paving curing effectiveness. Report no. FHWA/TX-10/0-5106-3. Texas Transportation Institute, 2009. https://rosap.ntl.bts.gov/view/dot/17323.
Ye, Dan, et al. Laboratory and field evaluation of concrete paving curing effectiveness. Texas Transportation Institute, 2009, Report no. FHWA/TX-10/0-5106-3, ROSA P. https://rosap.ntl.bts.gov/view/dot/17323.
Ensuring that sufficient water is available in hydrating concrete is of great importance to produce durable
;
concrete and achieve both short- and long-term performance of concrete pavement. Excessive early-age
;
evaporation from the surface of concrete pavement often results in high porosity delaminated and low
;
strength concrete. Application of curing compounds in concrete paving is widely used to minimize
;
evaporation. However, the Texas Department of Transportation (TxDOT) standard specifications for
;
pavement construction (Item 526) only defines the use of the membrane curing in terms of key
;
characteristics such as percent solids, density, viscosity, color, and the application rate, but does not specify
;
curing performance or limits on the rate of evaporation.
;
This research utilized several techniques to evaluate curing effectiveness from both a moisture retention and
;
physical properties standpoint, to develop a laboratory-based curing evaluation protocol that has application
;
to the field.
;
A series of tests were carried out to identify factors controlling curing quality under field conditions.
Ye, D., Mukhopadhyay, A., & Zollinger, D. G. (2009). Laboratory and field evaluation of concrete paving curing effectiveness (Report No. FHWA/TX-10/0-5106-3). Texas Transportation Institute. https://rosap.ntl.bts.gov/view/dot/17323
Ye, Dan, Anol Mukhopadhyay, and Dan G. Zollinger. Laboratory and field evaluation of concrete paving curing effectiveness. Report no. FHWA/TX-10/0-5106-3. Texas Transportation Institute, 2009. https://rosap.ntl.bts.gov/view/dot/17323.
Ye, Dan, et al. Laboratory and field evaluation of concrete paving curing effectiveness. Texas Transportation Institute, 2009, Report no. FHWA/TX-10/0-5106-3, ROSA P. https://rosap.ntl.bts.gov/view/dot/17323.
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.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.