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Title CORROSION OF GALVANIZED STEEL FLOOR SLAB REINFORCEMENT
Accession No 00394974
Authors BHUYAN, S; Tracy, R G
Journal Title Transportation Research Record information No. 962
Corp. Authors
/ Publisher
Transportation Research Board information
Publication Date   19840000
Description p. 82-85; Figures(3); References(8)
Abstract A 17-year-old parking facility in metropolitan Detroit is experiencing floor slab deterioration. An investigation was performed to determine the nature and extent of deterioration and identify probable restoration alternatives. The investigation involved visual observation, materials testing, a chain drag delamination survey, and determination of concrete cover to slab reinforcement. The structural frame consists of a 12-in.-thick flat plate floor slab system spanning in two directions supported by columns approximately 30 ft on centers. Floor slab reinforcement in the top and bottom slab sections are galvanized reinforcing steel bars. The floor slab and ceiling deteriorated from corrosion-induced spalling. Chain drag and coring surveys indicate that approximately 26 percent of exposed floor surfaces and 5 percent of ceiling surfaces are delaminated or spalled to a depth of about 2 in. Clear concrete cover is generally good, with a low cover of about 1.25 in. and an average cover of about 2.25 in. The chloride content of the concrete, determined within the top 3 in. of the slab, ranged from 25.2 to 8.5 lb/yd3 of concrete. The average concrete compressive strength of the floor slab is about 5,670 psi. The average air content of the concrete was determined to be 2.3 percent. Slab concrete pH ranges from 9.93 at the deck surface to 10.82 at the 3-in. depth. Reinforcement section loss of upwards to 20 percent was noted at isolated areas.
Supplemental
Information
This paper appeared in Transportation Research Record N962, Bridge Maintenance Management, Corrosion Control, Heating, and Deicing Chemicals.
TRT Terms Air content information; Chloride content information; Compressive strength information; Concrete information; Corrosion information; Corrosion protection information; Delamination information; Deterioration information; Floors information; Galvanized metals information; Inspection information; Materials tests information; Parking garages information; pH value information; Reinforcement (Engineering) information; Slabs information; Spalling information; Vision information
Other Terms Concrete slabs; Corrosion prevention; Materials testing; Restoration; Steel reinforcement; Visual inspection
Subject Areas H25 STRUCTURES DESIGN AND PERFORMANCE; I25 Design of Tunnels
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