Dear John / Ludwik
Taking advantage of your communication, could you please help in my query below:
"For undergound (buried) GRP line used as Fire Main Ring, with operating pressure of 100 and design pressure of 150 psi, does any code allow for Hydrostaic Testing to be done at design pressure (150 psig) instead of 225 psig (1.5 times the design pressure? In other words, can we have our design pressure as our hydrostatic testing pressure for GRP buried lines used for Fire main ring".
I'll appreciate your response if possible otherwise request you to put this question for the forum.
Thanks
Faruki