Optimization of Advanced Cementitious Material for Bridge Deck Overlays and Upgrade, Including Shotcrete

Project Details
STATE

FHWA

SOURCE

TRID

START DATE

06/01/19

END DATE

09/30/20

RESEARCHERS

Islam Mantawy

SPONSORS

USDOT

KEYWORDS

Bridge decks, Cement, Literature reviews, Mathematical models, Optimization, Overlays (Pavements), Rehabilitation (Maintenance), Shotcrete, Ultra high performance concrete (UHPC)

Project description

Deterioration of bridge decks is a major issue for bridge owners. The need for cost-effective and durable rehabilitation methods has been documented by many researchers. The primary causes of deck deterioration include vehicle traffic, environmental effects (i.e. freeze-thaw, salt spray), and maintenance practices (snow plows, de-icing chemical treatments). Deterioration is featured by delamination, cracking, corrosion of reinforcing steel, abrasion, scaling, and other mechanisms. Ultra-High strength concrete (UHPC) overlays are gaining in popularity as a rehabilitation material due to the high compressive strength, higher tensile capacity compared to normal strength concrete, low permeability, and low shrinkage.
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