For steel pipe that will be used for potable water pipiline application , if the pipe has internal cement lining and external PE coating , do we have to consider the corrosion allowance ? or to consider it ZERO ? if yes , what is the value that you recommned ? 1/16" , 1/32" , or what you recommned ? any information for how to estimate it ? I need to confirm this value as I need to calulate the minimum wall thickness for steel pipe ??
This question is related to previous question for steel pipes according to ASTM A53 Gr.B and ERW.