What was found
CORROSION ON UPPER SURFACE OF CREASE BEAM WEB BS 685+2' WL 208 LBL 65. REMOVED DAMAGE L=1.0' X W=0.9' IAW SRM 53-40-13-1A-1 PARAGRAPH 2.B. ACCOMPLISHED VISUAL INSPECTION, NO DEFECTS OR CORROSION NOTED. UT INSPECTED BLENDED AREA IAW NDTM PART 4 51-00-00 PROCEDURE 2; REMAINING THICKNESS IS 0.040' ADJACENT TO 0.045'.] EVALUATED DAMAGE ON CREASE BEAM WEB UPPER SURFACE L=1.0'; W=0.9'; D=0.005'. ORIGINAL THICKNESS 0.045' IAW SRM 53-40-13-0I-1 FIG 2. REMAINING THICKNESS 0.040'. DAMAGE OUT OF LIMITS IAW SRM 53-40-13-1A-1 FIG 103 DETAIL F. HFEC INSPECTED OPEN HOLE IAW NDTM PART 6 51-00-00 PROCEDURE 16. NO CRACKS NOTED. CREASE BEAM WEB REPAIR ACCOMPLISED PER EA 21-153-03860. ACCOMPLISHED EA 21-153-03860.