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Krazxi&Associates, Inc. <br />Geotechnical Engineering • Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 9/26/2022 <br />PROJECT #: 09621171 — -- <br />PROJECT: Riverfront Bid B Report #135 <br />LOCATION: 3810 Riverfront Bid Everett <br />KRAZAN P.M.: <br />NDT EXAMINATION <br />REPORT NO.: 09621171 NER092622-DMJ <br />CONTRACTOR: SHELTER HOLDINGS <br />PERMIT* B1912-032 <br />INSPECTOR: DENNIS MONROE JR <br />JURISDICTION: City of Everett <br />WEATHER: CLEAR TEMP: 80 ° <br />STRUCTURAL STEEL 1:1 OTHER: <br />❑✓ Field ❑ SHOP ❑✓ V.T. MATERIAL ID M.T. P T ❑✓ ULTRASONIC <br />ULTRASONIC EXAMINATION REPORT <br />Specification #: AWS A5.20 AWS D1.1-110ther: Table 8.2 Material Alloy: A500 Weld Joint: TCU-4a-GF <br />Standard #: AWS D1.1-1/Table 6: Material Thickness: .375" Weld Process: FCAW <br />Calibration Standard: SN #03-7948 IIW Type 1 or DSC/DAC: IIW Ref. Dwg/detail: Detail 14 / S8 <br />Ns=naarRIdP Fc=far brio Tf-inn fl.nno Of— 4...rs..... n....,.., tan.—...-1 -1-1 — . —. .. —___ <br />DATA DESCRIBED <br />IN <br />AWS D.1.1 <br />DISCONTINUITY <br />INFO <br />G! <br />Q <br />0 <br />z <br />J <br />LLJ <br />O <br />U <br />LLI <br />w <br />Q <br />O <br />❑❑u <br />w <br />0 <br />Z <br />w <br />Il <br />O <br />z <br />S <br />5 <br />LL <br />—' <br />Cr <br />> <br />W <br />w <br />U <br />O <br />F— <br />F <br />Q— <br />rn <br />O <br />O <br />p <br />w <br />w <br />z <br />g <br />a❑ <br />2 <br />K <br />W <br />o <br />o <br />v <br />W <br />z <br />c~> <br />z <br />7 <br />X <br />w x <br />ui <br />❑ <br />w <br />Z <br />c� <br />W <br />U <br />W <br />w <br />U <br />Q <br />z <br />W <br />W <br />❑ <br />W <br />¢ <br />W <br />❑ <br />0 <br />z <br />z <br />a_ <br />Q W <br />(0 z <br />Q <br />U)❑ <br />PC. MK./Grid line <br />Bldg. B - Level II Canopy <br />¢ <br />of <br />a <br />d <br />oo <br />6 <br />o <br />a <br />� <br />o <br />o cwi <br />o w <br />6"x4"x.375-TS to HSS Beam <br />(10ea.) Along East Exterior Wall <br />CJP <br />40* <br />✓ <br />1 <br />70 <br />1&2 <br />138.Odb <br />(3ea.) Along North Exterior Wall <br />CJP <br />12 <br />✓ <br />1 <br />70 <br />1&2 <br />13B.Odb <br />(4ea.) Along West Exterior Wall <br />CJP <br />16 <br />✓ <br />1 <br />70 <br />1&2 <br />38.odb <br />" (lea) Northern most connection I <br />CJP <br />1 <br />✓ <br />1 1 <br />70 <br />1 <br />44.5 <br />38.Odb <br />0 <br />+7 11.190" <br />1tt <br />.336" <br />+1/8tt <br />4" <br />along East Wall <br />i <br />i <br />Walker Nelson (WABO #W22886) <br />Exp.7/1/23 <br />Ultrasonic Test <br />Make: Olympus SN: 201095306 QTY Conforming Welds: 68 Reviewed B <br />Transducer Size:.625"x.625" ISM U11QDE-45/Ul lQCR-70 QTY Nonconforming Welds: 0 <br />Couplant: MTX OTY Examined Welds: 68 <br />ASTM Test Method: A587 Frequency: 2.25 MHZ <br />To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. <br />Superintendent/Repres ive: Technician: <br />Offices Serving the Western United States <br />Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500 <br />NDT Batnivation Report <br />Effective 12/13/2020 <br />71ei1dtnn11ion provided on this report is papaad for the erclucive use ofthe client Tbis report may not be reproduces in anyfnnat without the writtai pernissionottha cline and Kroran&Associates. Mis report indicates our inspector observation and testing resorts haled an site conditions and <br />cmntractoractiviries. llnis infonntadon is subjec[to review pdrr to final submival. By sieoing this rep el, our inspector dais not swept responsibility for validity ofresuhs. Themnaa information has been provided by others an site. the test results apply only to the spwilic locations, and ir.msin,pecl,d or lusted. <br />