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- W644036055 abstract "TESTS WERE MADE ON PORTLAND CEMENT AND RESINOUS CONCRETE OVERLAYS TO DETERMINE THEIR SUITABILITY AS OVERLAYS FOR DETERIORATED CONCRETE BRIDGE DECKS. DIRECT SHEAR STRENGTHS OF OVERLAYS BONDED WITH EPOXY, PORTLAND CEMENT GROUT, AND LATEX MODIFIED CEMENT GROUT WERE COMPARED WITH THOSE APPLIED WITH NO BONDING AGENT. FREEZE-THAW TESTS WERE MADE TO DETERMINE DURABILITY OF BONDING AGENTS AND OF OVERLAY CONCRETES. LOAD TESTS WERE MADE ON 8 FT. SPAN BEAMS TO DETERMINE THE STIFFENING EFFECT OF OVERLAYS AND THE EFFECT OF REPEATED LOADINGS ON OVERLAID BEAMS. SHEAR BOND STRENGTHS RANGED FROM 214 PSI TO 668 PSI. EPOXY AND PORTLAND CEMENT GROUT BONDING AGENTS WITHSTOOD THE ASTM C-290 TEST WITHOUT FAILURE. TWO OF THREE OVERLAYS OF LATEX MODIFIED CEMENT CONCRETE CAME UNBONDED DURING THE ASTM C-290 TEST. LATEX MODIFIED CEMENT CONCRETE OVERLAY PROVIDED BETTER FREEZE-THAW SCALE RESISTANCE THAN DID OTHER MATERIALS. NO OVERLAY FAILED IN ANY WAY, EXCEPT FOR TENSION CRACKS, IN 2 MILLION CYCLES OF LOAD. /AUTHOR/" @default.
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- W644036055 date "1971-04-01" @default.
- W644036055 modified "2023-09-23" @default.
- W644036055 title "BOND AND DURABILITY OF CONCRETE AND RESINOUS OVERLAYS" @default.
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