The concern is mostly about the rebar in the concrete and not the concrete. Chlorides and sulfates are oxidizing agents that along with moisture and oxygen cause corrosion of the steel. FHWA performed a study related to corrosion of ferrous metal strips for MSE walls. It is available online and has tables with guidance on ranges of values. The typical parameters are pH, resistivity, sulfate content, chloride content and redox. The parameters in interelated and not independent of each other.
The corrosion of concrete footings is generally not a big concern since oxygen is limited below grade even when aggresive soils are present. Designers are more concerned about ferrous metal pipelines where galvanic and stray current corrosion is a problem. It can be a problem for concrete pipes and culverts where there is a nice combination of air, moisture and oxidizing agents. Resistance to corrosion of rebar in concrete can be improved by requiring low permeability concrete, epoxy-coated bars or increasing the depth of cover.