Cast iron bridge piers, often more than 100 years old, are still in service in rail and road bridges in many parts of Australia. Increasingly, the effect of corrosion on their present and future structural safety is of interest. Field investigations and observations to assess corrosion losses and pitting of the cast iron piers of four different operational railway bridges located in tidal marine exposure conditions are described, noting that direct visual examination usually is rendered difficult by immersion, marine growth and the presence of the graphitised layer. Measured corrosion losses and pit depths showed considerable variability between piers and between bridges. Evidence was found for the influence of microbiological corrosion, fostered by nitrogenous pollution. Implications for structural safety assessment are discussed and an example given of the estimation of likely future rate of (long-term) corrosion, necessary for assessment of remaining structural safe life. demolition (Melchers, Herron, and Emslie 2013). The present paper describes the investigations that were conducted, summarises the observations and conclusions and provides guidance for future investigations.The next section gives a short overview of what is known about the corrosion of grey cast iron in marine environments and the corrosion mechanisms involved.The following section provides a series of field observations typical of the corrosion of grey cast iron, including general corrosion loss, localised or pitting corrosion and the so-called 'graphitised' layer usually present on the exterior surface of cast iron once corrosion has commenced. Since one of the bridges showed relatively more severe corrosion, consideration was given to the possibility of microbiologically influenced corrosion (MIC). It required water quality analysis and interpretation of the results relative to previous observations for corrosion of steel in marine waters. The Discussion section considers some of these matters in more detail and also outlines an approach for predicting the likely future rate of corrosion of grey cast iron piers in the immersion zone.Much of the material disclosed below is based on a series of consulting reports. For obvious reasons, the locations and precise details of the bridges cannot be disclosed. However, the results were considered sufficient engineering importance for the bridge owners and managers (Queensland Rail) to agree to wider circulation of the outcomes in the context of results in the available literature.