CivilG
Civil/Environmental
- Apr 15, 2015
- 21
I am an engineer in California and need to find a rule for testing and acceptance of the joints of a 48" RCP sewer pipe that I have designed. ASTM C924 (April 2004) says that 48" and larger pipes will be accepted by individual joint testing and not pressurizing the entire run. Does anyone know of a standard reference or some ASTM standard for individual joint testing of RCP for sewer?
thanks,
thanks,