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=�aZ1& <br />Ass ociate s, Inc. <br />Geotechnical Engineering • Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 9/8/2022 <br />PROJECT #: 09621171 <br />PROJECT: 3810 RIVERFRONT BLVD <br />LOCATION: EVERETT, WA <br />KRAZAN P.M.: Report # 134 <br />NDT EXAMINATION <br />REPORT NO.-. 09621171NER090822-DMJ <br />CONTRACTOR: SHELTER HOLDINGS <br />PERMIT #: B1912-032 <br />INSPECTOR: DENNIS MONROE JR <br />JURISDICTION: <br />WEATHER: CLEAR TEMP: 80 ° <br />STRUCTURAL STEEL F-1 OTHER: <br />❑✓ Field SHOP ❑✓ V.T. MATERIAL ID M.T. P.T. ULTRASONIC <br />ULTRASONIC EXAMINATION REPORT <br />Specification #: AWS A5.20 AWS D1.1-1/Other: Table 8.2 Material Alloy: A500 Weld Joint: TCU-4a-GF <br />Standard #: AWS D1.1-1/Table 6: Material Thickness: .250" & .375" Weld Process: FCAW <br />Calibration Standard: SN #03-7948 IIW Type 1 or DSC/DAC: IIW Ref. Dwg/detail: Detail 14 / S8 <br />Nc= near cilia Fs- far _airlo Tf= fnn flan— Rf= hnifnm flanno IAlh— —h hl c c %At — Ai.cwn...... T o_r,,,u..... Te— —a r...aa...., n <br />DATA <br />DESCRIBED <br />IN AWS <br />D.1.1 <br />DISCONTINUITY <br />INFO <br />o! <br />Q <br />0LU <br />U <br />aLd <br />O <br />Z <br />w <br />e- <br />O <br />Z <br />S <br />u. <br />J <br />W <br />W <br />J <br />U <br />Z <br />O <br />Z <br />H~y <br />= Q <br />Q fn <br />O <br />O <br />O <br />LU <br />ElfU <br />F <br />U <br />W <br />G <br />Z <br />r <br />U <br />0 <br />Z g <br />W X <br />W <br />Z <br />O� <br />= <br />H <br />w <br />Q <br />U <br />a� <br />W <br />O <br />a <br />C9 <br />w <br />0 <br />Q <br />(D <br />Q <br />z <br />a <br />o <br />z <br />o <br />p <br />o w <br />PC. MK./Grid line <br />d <br />m <br />o <br />cWi <br />Bldg. B - Level II CanopyI <br />- <br />6"x4"x.375"TS to HSS Beam <br />Grid Q/19 South <br />CJP <br />4 <br />✓ <br />1 <br />70 1&2 <br />38.7db <br />Grid Q/19 West <br />CJP <br />4 <br />✓ <br />1 <br />1 70 11&2 <br />38-7db <br />Grid 0.4/19 <br />CJP <br />4 <br />✓ <br />1 <br />1 <br />1 70 ' 1&2 <br />38.7db <br />Grid R/20.7 <br />CJP <br />4 <br />1!,/ <br />1 <br />1 <br />70 1 &2 <br />38.7db <br />Per Engineer Bulliten CT-B32: <br />3F <br />1 <br />✓ <br />Visual <br />6"x4.5"x1/4" I welded to exis. <br />embed at bldg. B elevator <br />safety beam w/ vertical 3/16" <br />double fillet is complete as per <br />drwg. detail and AWS D1.1. <br />Walker Nelson (WABO #W22886) <br />Exp.7/1123 <br />Ultrasonic Test (UT) Equipment • • - • • <br />Make: Olympus I SR 201095306 FQTYC.nfrmng Welds: 17 <br />Transducer Size:.625"x.625" sal: U11QDE-45/U11QCR-70 QTY Nonconforming Welds: 0 <br />Couplant: MTX j QTY Examined Welds: 17 <br />AS`: M Test Method: A587 FreQUencv: 2.25 MHZ <br />Reviewed B <br />To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. <br />Superintendent/Repr ative: Technician:_ <br />Offices Serving the Western United States <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />NDT Examination Report Elreetn c 12/ 15/2020 <br />The information provided on this report is prepared fm the exclusive <br />use of the dicnrt This report may not In: reproduced in any famhat without the written pennis n ofthe client and Krarvn As Associates. llva report indicates our iospetserva ons obtion and testing results based an site conditions and <br />wn ounor activitias. This inf tion is mbiect to review prior to [hod subntital. ©y signing this r,Pon, on; inspector does not a—pt responsibility for validity of neulta. The same htfmmmtion has been provided by others on site. The test results apply only to the specific Inestio is, and items inspected or <br />tested. <br />