AWS D1.8 Annex E for Structural Weld / Seismic Supplement for UT Testing

Product Information Qty: 1 Set of 8 specimens Material: A36 or 1018 carbon steel Specifications: Total of 8 welded specimens as listed below. 2 Butt Welds w/ V Groove (1) @ 0.375” T and (1) @ 0.75” T each 6” (weld length) x 8” 2 Butt Welds w/ V Groove w/ Backing Bar, (1) @ 0.375” T and (1) @ 0.75” T each 6” (weld length) x 8″ 2 Tee Welds w/ Single Groove, (1) @ 0.375” T and (1) @ 0.75” T each 6” (weld length) x 4” Main x 7” Branch 2 Tee Welds w/ Single Groove w/ Backing Bar, (1) @ 0.375” T and (1) @ 0.75” T each 6” (weld length) x 4” Main x 7” Branch Flaws: Total of 20 (~2 – 3 per specimen) sub-surface and surface breaking flaws randomly placed throughout the volume of the weld.  The flaw sizes will vary from approximately 1” to -0.5” in length and /- 0.25” in height. Tolerance: /- 0.080” Weld Condition: Surface condition of the crown and root will be “as welded.” Documentation: C of C, “As Built” CAD, RT Inspection Film and Technique Sheet (as per ASME Sec.V, Art.2), UT Inspection (as per FlawTech spec #PH-11-03 R3) and Measuring & Test Equipment Certificates Carrying Case: Included (Rolling & Lockable) Kit Weight & Dimensions: ~110LBS, 24” x 16” x 10” Resources No resources available.