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l�azan'� &Assoc i a t e s, I n c. WELDING INSPECTION <br /> Geotechnical Engineering.Environmental Engineering REPORT NO.: 09620321SSR120720-ZZ <br /> Construction Testing and Inspection <br /> 5w w <br /> DATE: 12/7/2020 CONTRACTOR: River Front/Square Peg <br /> PROJECT#: 09620321 PERMIT#: PW 1903-048 <br /> PROJECT: Adv Sitework-Pile Supported Sewer System INSPECTOR: Zelalem Zenhun <br /> LOCATION: 3800 Riverfront Blvd,Everett,WA JURISDICTION: City of Everett <br /> KA P.M.: Jeffrey S. Mercer WEATHER: Cloudy TEMP: 50's <br /> STRUCTURAL STEEL <br /> MFIELD ❑ SHOP WELDING F71 VISUAL ❑ MATERIAL ID <br /> Items Inspected: <br /> Inspected fillet welds for Pile Supported Sewer System, see below for details. <br /> Location: <br /> Beams to pile attachments from SSMH-B to SSMH-A(7 piles). <br /> Welder quafrfication/certification verified for: Onfile <br /> Position: ❑ FLAT ❑ VERTICAL ❑ OVERHEAD ❑ HORIZONTAL ❑Filler Metal: E71T-8 <br /> Process: ❑ SMAW ❑ FCAW ❑ SAW ❑ GMAW ❑ Other: <br /> Weld Type: 0 FILLET ❑ C.P. ❑ PLUG ❑ P.P. ❑ Other: <br /> Weld Size: ❑ 3/16" ❑ 1/4" ❑ 3/8,, ❑ 5/16" ❑ Other: <br /> Codes: ❑✓ AWS ❑ AISC ❑ ASME ❑ IBC ❑ Other: <br /> F171NOTES ❑DISCREPANCIES 10Q % COMPLETE <br /> Inspected welds for beam attachments to piles from SSMH-B to SSMH-A as per RFI#SW W-027.Observed 3/16"fillet <br /> welds joining beam bettom flanges to pile cap plate and 1"bolts to the side of the piles as per typical detail 10/SP1.3.All <br /> welds were visually acceptable as per AWS Dl.l. Also,approved zinc coating product type ZINC CLAD H(85)was <br /> applied per MFR on weld areas for <br /> ccoorrrosion protection. <br /> f <br /> J` <br /> 01. e, rn_ <br /> 0 <br /> t i �:-� z, c aoa�ea _ Bea to pile <br /> Gap vNH!ds <br /> To the best of my knowledge,the above WAS performed in accordance wi the approved plans,specifications and regulatory requirements. <br /> Superintendent/Representative: Technician: <br /> J <br /> Offices Serving the Western United States <br /> Lynnwood(425)485-5519•Poulsbo(360)598-2126 •Tacoma(253)939-2500 <br /> Structural Steel Report <br /> Effective OS/0W019 <br /> The iafotmatimies.providedis mfb sreponiatibied prepared for the w Prior t final ubmit Uirnt.Ibis report may Mtbe n,on,i pducod in mynot—eptrithow the writtenpidityoonoftse The same, <br /> Krasaa&Alas been.roidedby there nsite inspectors observation and testing resWts based on site conditions and <br /> mneaaor activities.This inlMmation is aubjecl to review prior to final submittal.By signing this report,our inspeclordces cot accept responsibility fbr validity ofresWis.The snore informative has been provided by others on site.The test results apply only to the specific la®tiona,and items inspected or <br /> tested <br />