Performance of overlays placed over sealed decks under static and fatigue loading

Journal of Bridge Engineering

Volumn 7, Issue 4, 2002, Pages 206-213

  Cole, Jeremiah ^a   Gillum, Arnol J ^b   Shahrooz, Bahram M ^c  

^a Graham Oberymer and Partners Ltd   (United States)

^b Limited Brands   (United States)

^c University of Cincinnati   (United States)

Author keywords

Bonding strength; Bridge decks; Coverings; Epoxy coatings; Static loads

Indexed keywords

BONDING STRENGTH; COVERINGS; EPOXY COATINGS; FATIGUE LOADING; STATIC LOADS;

BOND STRENGTH (CHEMICAL); CHLORINE COMPOUNDS; CRACKS; DETERIORATION; EPOXY RESINS; FAILURE (MECHANICAL); FATIGUE OF MATERIALS; INTERFACES (MATERIALS); PAVEMENT OVERLAYS; PORTLAND CEMENT; PROTECTIVE COATINGS; STEEL BRIDGES; STRUCTURAL LOADS;

BRIDGE DECKS;

EID: 13844255838     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2002)7:4(206)     Document Type: Article

References (4)

1. AASHTO. (1996). Standard specifications for highway bridges, Washington, D.C.
2. Gillum, A. J., Cole, J., Turer, A., and Shahrooz, B. M. (1998). "Bond characteristics of portland cement overlays on sealed existing bridge decks." Rep. No. UC-CII98/02, Cincinnati Infrastructure Institute, Cincinnati.
3. National Research Council. (1993). "Mechanical behavior of high performance concretes, Vol. 1: Summary report." Rep. No. SHRP-C-361, Strategic Highway Research Program, Washington, D.C., 93-98.
4. Shahrooz, B. M., Gillum, Arnol J., Cole, Jeremiah, and Turer, Ahmet (2000). "Bond characteristics of overlays placed over bridge decks sealed with HMWM." Transp. Res. Rec., 1697, 24-30.