“…They act as corrosion accelerators after excavation and exposure of iron objects to damp oxygenated atmospheres (Turgoose, 1982(Turgoose, , 1985(Turgoose, , 1993. Chloride-bearing akaganéite (β-FeOOH) is a post-excavation corrosion product (Zucchi et al, 1977;Selwyn et al, 1999;Réguer et al, 2006Réguer et al, , 2007a that is capable of promoting iron corrosion at only 15% relative humidity (RH) (Watkinson & Lewis, 2005a, 2005b. The corrosion rate of chloride-contaminated excavated iron increases with rising RH (Watkinson & Lewis, 2005a, 2005b with rapid corrosion above 60% RH when adsorbed water films thicken (Garverick, 1994, p. 5).…”