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Chloride induced corrosion of steel reinforcement in concrete structural elements is a major worldwide problem [1]. Chlorides can be introduced into the concrete via de-icing salts, seawater, high salinity groundwater or sabkha soils [1.2]. This leads to localised breakdown of the normally passive steel reinforcement in the form of pitting corrosion [2].
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This standard presents corrosion control guidelines that are applicable to existing atmospherically exposed structures made of conventionally reinforced concrete. Historical Document 1998
The SSPC Surface Profile Committee has been preparing a specification for the measurement of surface profile based on the four methods described in ASTM D4417, Standard Test Methods for Field Measurement Of Surface Profile of Blast Cleaned Steel. These methods are surface comparators, surface profile depth gauges, replica tape and the stylus profile gauges.
There are many approaches for rehabilitating deteriorated concrete. The options challenge applicators, estimators, and engineers when executing rehab projects. Selecting the cost-effective approach requires understanding the concrete condition, available coating systems, and level of effort to repair and coat the concrete. A well written specification balances a level of detail that conveys the specifier’s intent with opportunities for contractor innovation to provide facility owners with the best value.
This standard is presented for the use of metallic corrosion coupons in hydrocarbon production and processing facilities, including but not limited to drilling, production, and transportation operations on land, onshore and offshore. Hydrocarbon operations handle fluids including but not limited to oil, water, gas, condensate, and drilling fluids.