Ground-Penetrating Radar for Network-Level Concrete Deck Repair Management

Author:

Barnes Christopher L.123,Trottier Jean-François123

Affiliation:

1. P.E.

2. Res. Profl., Dept. of Civ. Engrg., Dalhousie Univ. DalTech, 1360 Barrington St., Halifax, Nova Scotia, Canada B3J 2X4.

3. Assoc. Prof., Dept. of Civ. Engrg., Dalhousie Univ. DalTech, 1360 Barrington St., Halifax, Nova Scotia, Canada B3J 2X4.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference9 articles.

1. Alongi A. J. Clemeña G. G. and Cady P. D. (1993). “Condition evaluation of concrete bridges relative to reinforcement corrosion Vol. 3: Method of evaluating the condition of asphalt-covered decks.” Rep. SHRP-S-325 Strategic Hwys. Res. Program National Research Council Washington D.C.

2. Detection of Chlorides in Concrete Using Low Radio Frequencies

3. Chung T. Carter C. R. Manning D. G. and Holt F. B. (1984). “Signature analysis of radar waveforms taken on asphalt-covered bridge decks.” Tech. Rep. ME-84-01 Ontario Ministry of Transport and Communications Ontario Canada.

4. Clemeña G. G. ( 1983). “Nondestructive inspection of overlaid bridge decks with ground penetrating radar.” Transp. Res. Rec. 899 Transportation Research Board Washington D.C. 21–32.

5. Maser K. R. (1989). “New technology for bridge deck assessment: Phase I report.” Rep. No. FHWA-NETC-89-01 Ctr. for Transp. Studies Massachusetts Inst. of Technol. Federal Highways Administration McLean Va.

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