LearningAlways
Structural
- Aug 17, 2014
- 68
We are designing a precast concrete structure roughly 800 feet from the ocean. What corrosion classification do you feel comfortable assigning to foundations?
We are not exposed to salty humid air from oceans but our foundations are subject to fluctuations in seasonal high groundwater table. But... how do I know if water that is exposed to our foundation has high enough contents of salt that it would raise concern regarding corrosion? I read in ACI that foundations exposed to fluctuations in seawater are most at risk versus a foundation completely submerged due to little oxidation occurring when foundation are under water.
How can I be sure that seasonal high groundwater does or does not contain salt? Or should I play it conservative and assume C2, severe, exposed to an external source of chlorides from seawater even though the ocean is 800 feet away?
We are not exposed to salty humid air from oceans but our foundations are subject to fluctuations in seasonal high groundwater table. But... how do I know if water that is exposed to our foundation has high enough contents of salt that it would raise concern regarding corrosion? I read in ACI that foundations exposed to fluctuations in seawater are most at risk versus a foundation completely submerged due to little oxidation occurring when foundation are under water.
How can I be sure that seasonal high groundwater does or does not contain salt? Or should I play it conservative and assume C2, severe, exposed to an external source of chlorides from seawater even though the ocean is 800 feet away?