Menu
Search
Filters
Close
Menu

Use GIVING24 at checkout to save 20% on eCourses and books (some exclusions apply)!

RP0390-1990, Maintenance and Rehabilitation Considerations for Corrosion Control of Existing Steel Reinforced Concrete Structures

Picture for Maintenance and Rehabilitation Considerations for Corrosion Control of Existing Steel Reinforced Concrete Structures
Available for download

Corrosion control guidelines that are applicable to existing atmospherically exposed structures made of conventionally reinforced concrete. Historical Document 1990

Product Number: 53073-HD1990
Author: NACE International
Publication Date: 1990
Industries: Highways & Bridges , Cathodic Protection , Buildings and Plant Equipment
$179.00
$179.00
$179.00

This standard presents corrosion control guidelines that are applicable to existing structures made of reinforced portland cement concrete. These guidelines may be used to develop specifications involving repair and rehabilitation of steel-reinforced concrete structures. These guidelines are to be used primarily where repair or rehabilitation is being implemented because of deterioration resulting from the corrosion of the steel reinforcement. Additionally, these guidelines may be incorporated into existing maintenance programs so that protective measures can be taken before corrosion begins or proceeds to unacceptable or dangerous levels. Because of the complex interaction between repair procedures and corrosion, the maintenance engineer must consider certain factors before initiating a rehabilitation program. Repair strategies, design and installation of corrosion control systems should be based on sound engineering practices to control future corrosion.

Historical Document 1990

This standard presents corrosion control guidelines that are applicable to existing structures made of reinforced portland cement concrete. These guidelines may be used to develop specifications involving repair and rehabilitation of steel-reinforced concrete structures. These guidelines are to be used primarily where repair or rehabilitation is being implemented because of deterioration resulting from the corrosion of the steel reinforcement. Additionally, these guidelines may be incorporated into existing maintenance programs so that protective measures can be taken before corrosion begins or proceeds to unacceptable or dangerous levels. Because of the complex interaction between repair procedures and corrosion, the maintenance engineer must consider certain factors before initiating a rehabilitation program. Repair strategies, design and installation of corrosion control systems should be based on sound engineering practices to control future corrosion.

Historical Document 1990

Product tags
Also Purchased
Picture for Recovery and Repassivation After Low pH Excursions in Open Recirculating Cooling Water Systems
Available for download

RP0392-1992, Recovery and Repassivation After Low pH Excursions in Open Recirculating Cooling Water Systems

Product Number: 53089-HD1992
Author: NACE International
Publication Date: 1992
$179.00

Guidelines for preparing for, recovering from, and repassivation after a low pH excursion... Procedures applicable to mild steel and need to be modified for other materials. Historical Document 1992
Picture for Selection Of Metallic Materials to be Used in All Phases of Water Handling for Injection into Oil Bearing Formations
Available for download

RP0475-1975, Selection Of Metallic Materials to be Used in All Phases of Water Handling for Injection into Oil Bearing Formations

Product Number: 53028-HD1975
Author: NACE
Publication Date: 1975
$179.00

HISTORICAL DOCUMENT. Selecting corrosion resistant metallic materials for supply, storage, pumping and injection of water encountered in oil field operations. Historical Document 1975
Picture for RP0303-2003
Available for download

RP0303-2003, Field-Applied Heat-Shrinkable Sleeves for Pipelines: Application, Performance, and Quality Control

Product Number: 21101-SG
ISBN: 1-57590-177-3
Publication Date: 2003
$179.00

HISTORICAL DOCUMENT. Field-applied heat-shrinkable sleeve systems. Qualifying and controlling the quality of a heat-shrinkable sleeve. Proper application, inspection and repair techniques to ensure its long-term performance.
Categories
Industry
Recently viewed
Popular tags
View all

Association for Materials Protection and Performance

© AMPP All Rights Reserved.
Membership Terms of Content Use
Contact Customer Support