Evaluation of bridge deck sealers.
-
2014-06-01
Details
-
Creators:
-
Corporate Creators:
-
Corporate Contributors:
-
Subject/TRT Terms:
-
Publication/ Report Number:
-
Resource Type:
-
Geographical Coverage:
-
Corporate Publisher:
-
Abstract:This study focuses on the evaluation of bridge deck sealers commonly used on highway bridge decks and ; their relative performance. After reviewing the most up-to-date research findings on chemical sealers used ; by state DOTs, four sealer products that could potentially be used by the Colorado Department of ; Transportation (CDOT) were selected for evaluation. High molecular weight methacrylate (HMWM), two ; epoxies, and a silane were assessed for their skid resistance and ability to block or slow down moisture and ; chloride ion penetration into concrete bridge decks. Bridge structure E-17-QM (westbound US 36 to I-270 ; over I-25) was selected for the field study. The four sealers were installed on the deck surface of Bridge E- ; 17-QM by professional contractors on 06/02/2010. Skid resistance, temperature variation, moisture ; fluctuation, and chloride concentration profiles in concrete were selected as the four experimental ; parameters for evaluating the performance of the four sealers. Eighteen integrated sensors were installed ; in the bridge decks in the five testing sections and at different depths for monitoring the internal ; temperature and relative humidity distributions in concrete. Concrete cores were taken at four periods ; during the project to test for chloride concentration profiles. The British Pendulum Tester (BPT) was used ; to measure the skid resistance of the concrete surface with and without sealers. From the analysis and ; comparisons of the test data, the performances of the four sealers were ranked in terms of the four ; experimental parameters. ; Implementation ; Without further long-term data, the use of sealers is recommended as a viable short-term protection ; system. If CDOT chooses to use a long-term bridge deck sealing system, HMWM is recommended over ; the other sealers. Eligible bridge decks should be selected based on the assessment of percent deck ; deterioration, estimated time to corrosion, deck surface condition, and concrete quality.
-
Format:
-
Funding:
-
Download URL:
-
File Type:
-
Collection(s):
-
Main Document Checksum:urn:sha256:f668f5402d05b09b95c58247c7140179ccd45131b976e62e2204674cb5f61531