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?
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.
Improving the battery life of our devices remains one of the tech industryâ€™s biggest challenges, and the most inefficient draw on power comes from the display, more specifically, the backlight that illuminates most displays. Download Now