I'm using the equation from ASME B31.3, Equation 15, paragraph 304.5.3 to determine blind thicknesses. The results are similar to thickness values in API 590 and ASME B16.48 (both entitled Steel Line Blanks). I used the max operating pressure as the design pressure in the equation. But will these thicknesses be adequate for hydrostatic test pressures of 150% of design without yielding?