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McCLEAN IRON WORKS <br /> WELD INSPECTION REPORT <br /> • Date: 1/23/2017 <br /> Project it/Name: 5547-Dock Inspector: Kevin Buck <br /> AWS-CWI#00111321 <br /> ❑FIELD E SHOP WELDING ❑M.T. ❑P.T. ❑V.T. <br /> FILLER <br /> (] Position: FLAT VERTICAL HORIZONTAL OVERHEAD METAL: ESAB DS70 Ultra Plus .045"Diameter <br /> ❑� Process: SMAW FCAW-G GMAW SAW <br /> E Weld Type: FILLET C.P. P.P. PLUG OTIIER: <br /> 2 Weld Size: 3/16" 1/4" 5/16" 3/8" OTHER: .4375" <br /> 2 Codes: AWS AISC RCSC ASTM UBC ASME <br /> Work performed in accordance with AWS-D1.1,IBC 1705.2,job specifications&requirements. <br /> 1)Verified the following items for CP welded w12 x 30 and w18 x 35 connections on 5002B1: <br /> A) Fit up of connections prior to welding including wire wheeling of HAZ/weld zone to bare metal. <br /> B) Pre-heating as required per AWS-D1.1 table 4.9. <br /> C)Verification of WPS essential variables with a calibrated clamp meter. <br /> D) Root pass, in process inter-pass,and final visual inspection of connections. <br /> 2) Performed ultrasound inspection of CP welded connections. Refer to UT report dated 23JAN2017. <br /> 3)Visual Inspection of fillet welded connections in shop for ladders, bumper post,and framing connections <br /> were acceptable in accordance with <br /> drawings E-1, E-1.1,and E2. <br /> Ladders=5000LD1(9) <br /> Bumper Post=500M1(18),5004M1(4), 5006M1(4) <br /> Beams=5004B1,5002B1, 5017B1,5019B1 <br /> Rails= HR 1(2), HR2 (2), HR3 (4), HR4(4), HR5(2), M2, M3, M4, M5, M7, M9, M10, M11. <br /> All work was acceptable. <br /> � I€ptiil S Buck <br /> Adis 001 21 <br /> OC1 EXP. 11/11201 <br /> 2102 Ross Avenue, Everett,WA 98201 Ph: 425.493.5525 Fax: 425.493.5520 Email: mcciron@mcciron.com <br />