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ASTM Selected Technical Papers
Techniques to Assess the Corrosion Activity of Steel Reinforced Concrete Structures
By
NS Berke
NS Berke
1
Co-editor and Chairman
, G01.14 on Rebar Corrosion,
Grace Construction Products
.
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E Escalante
E Escalante
Editor
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CK Nmai
CK Nmai
Editor
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D Whiting
D Whiting
Editor
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ISBN-10:
0-8031-2009-5
ISBN:
978-0-8031-2009-9
No. of Pages:
203
Publisher:
ASTM International
Publication date:
1996

Sprayed zinc galvanic anodes have shown promise as low-cost alternatives to simple gunite repair or even impressed current systems for corrosion-damaged marine substructure of bridges. Because the anodes are permanently connected to the rebar assembly at many points, it is not normally possible to deenergize the anode for measurement of steel polarization and current delivery. Field performance of these systems has been monitored with short embedded rebar probes fitted with external switchable connections. This has allowed for current density, depolarization decay, and polarized potential measurements as a function of time. The anode current delivery has also been measured with isolated cutout anode regions “windows”, and in one case with a specially designed, fully disconnectable anode. The results of the different means of evaluating system performance over several years are compared for various field installations in Florida. The relative merits of the monitoring methods and the information they provide on the corrosion condition of the steel are analyzed.

1.
Sagüés
A. A.
and
Powers
,
R.G.
, “
Sprayed-Zinc Sacrificial Anodes for Reinforced Concrete in Marine Service
”, Paper No. 515, Corrosion/95,
NACE International
,
Houston
,
1995
.
2.
Sagüés
,
A.
and
Powers
,
R.
, “
Low-Cost Sprayed Zinc Galvanic Anode for Control of Corrosion of Reinforcing Steel in Marine Bridge Substructures
”, Final Report, Contract No. SHRP-88-ID024,
Strategic Highway Research Program
, Washington,
1993
.
3.
Sagüés
,
A.
and
Powers
,
R.
, “
Sprayed Zinc Galvanic Anode for Corrosion Protection of Marine Substructure Reinforced Concrete
”, Volumes
I
and
II
, Final Report, NCHRP Contract NCHRP-92-ID024B,
National Cooperative Highway Research Program, National Research Council
, Washington, D.C.,
1995
.
4.
Kessler
R.
and
Powers
R.
, “
Zinc Metallizing for Galvanic Cathodic Protection of Steel reinforced Concrete in a Marine Environment
”, Paper No. 324, Corrosion/90,
NACE International
,
Houston
,
1990
.
5.
Bennett
J.
,
Bartholomew
J.
and
Turk
T.
, “
Cathodic Protection Criteria Related Studies Under SHRP Contract
”, Paper No. 323, Corrosion/93,
NACE International
,
Houston
,
1993
.
6.
Sagüés
,
A.
,
Powers
,
R.
and
Kessler
,
R.
, “
Corrosion Processes and Field Performance of Epoxy-Coated Reinforcing Steel in Marine Substructures
”, Paper No. 299, Corrosion/94,
National Association of Corrosion Engineers
,
Houston
,
1994
.
7.
Broomfield
,
J.
, “
Results of a Field Survey of Cathodic Protection Systems on North American Bridges
”, Paper No. 204, Corrosion/92,
NACE
,
Houston
,
1992
.
8.
Bartholomew
,
J.
 et al
, “
Control Criteria and Materials Performance Studies for Cathodic Protection of Reinforced Concrete
”, Report SHRP-S-670,
Strategic Highway Research Program, National Research Council
, Washington,
1993
.
9.
Bennett
,
J.
and
Mitchell
,
T.
, “
Reference Electrodes for use with Reinforced Concrete Structures
”, Paper No. 191, Corrosion/92,
NACE International
,
Houston
,
1992
.
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