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ACI 548.9

Specification for Type ES (Epoxy Slurry) Polymer Overlay for Bridge and Parking Garage Decks

Organization:
ACI - American Concrete Institute
Year: 2008

Abstract: This Specification covers materials and procedures for constructing a polymer overlay for new construction and for repair and rehabilitation of bridge and parking garage decks. Type ES polymer overlay incorporates a low modulus epoxy binder, filler, and selected aggregate to produce a flexible, skid-resistant, and water-resistant overlay. This Specification includes requirements for chemical components, aggregates, storage and handling, surface preparation, surface profile, mixing, placement, finishing, and quality control.
The provisions of this Specification shall govern unless otherwise specified in the Contract Documents.
Units—Values are stated in inch-pound units.
URI: https://lib.yabesh.ir/std/handle/yse/206392
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contributor authorACI - American Concrete Institute
date accessioned2017-09-04T18:23:58Z
date available2017-09-04T18:23:58Z
date copyright08/01/2008
date issued2008
identifier otherIFMYGCAAAAAAAAAA.pdf
identifier urihttps://lib.yabesh.ir/std/handle/yse/206392
description abstractThis Specification covers materials and procedures for constructing a polymer overlay for new construction and for repair and rehabilitation of bridge and parking garage decks. Type ES polymer overlay incorporates a low modulus epoxy binder, filler, and selected aggregate to produce a flexible, skid-resistant, and water-resistant overlay. This Specification includes requirements for chemical components, aggregates, storage and handling, surface preparation, surface profile, mixing, placement, finishing, and quality control.
The provisions of this Specification shall govern unless otherwise specified in the Contract Documents.
Units—Values are stated in inch-pound units.
languageEnglish
titleACI 548.9num
titleSpecification for Type ES (Epoxy Slurry) Polymer Overlay for Bridge and Parking Garage Decksen
typestandard
page9
statusActive
treeACI - American Concrete Institute:;2008
contenttypefulltext
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