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MAYES TESTING ENGINEERS, INC. Page 1 of 1 <br /> Ultrasonic Examination Report <br /> 20225 Cedar Valley Road,Suite P 425.742.9360 <br /> 110 Lynnwood,WA 98036 F 425.745.17:7 <br /> 10029 S.Tacoma Way,Suite P 253.584.3720 Project No.: L16176 Date: 04/05/16 <br /> E-2 Tacoma,WA 98499 F 253.584.3707 <br /> 7911 NE 33rd Drive,Suite 190 p 503.281.75`5 Project: Our Saviors Lutheran Church <br /> Portland,OR 97211 <br /> F 503.281.7579 <br /> Specification: AWS D1.1 Weld Process: 0 SMAW OO FCAW O GMAW O SAW <br /> UT Equipment: Long. Transducer: Shear Transducer: Calibration Block: <br /> IIW 0 DSC <br /> Model USM Gopls Freq.: 2.25 Freq.: 2.25MHZ <br /> Serial No. GOPLS13100050 Size: 1" Size: .625 X .625 Other: <br /> Decibels Discontinuity <br /> � d � <br /> > m > c <br /> d "> <br /> c c c <br /> Q o <br /> z o 0 <br /> _ <br /> `m c � <br /> o a c <br /> a c a <br /> c — Q = Sound Distance d' <br /> Location Weld 5 a b c d- Path Length Depth X Y QCr Remarks <br /> Column 1 CJP 70 54 X I Top and bottom flange(north side) <br /> Column 2 CJP 70 55 54 2 -1 2.0 2.5" Y -.2 0-2.5 X Top flange(north side) <br /> Column 2 CJP 70 60 54 2 4 2.2 1., .24" -.2 1-2 X Bottom flange(south side) <br /> Column 2 CJP 1 70 56 54 2 0 2.2" 2" .24" -.2 0-2 X Top flange (south side) <br /> Column 2 CJP 70 54 X I Bottom flange(north side) <br /> Column 3 CJP 70 54 X Top flange(north and south side) <br /> Column 3 CJP 70 54 X Bottom flange(south side) <br /> Column 3 CJP 70 52 54 2 -4 1 1.8 2.5 .36" -.2 3-5.5 X Bottom flange(north side) <br /> Inspector: Tim York Level: II <br /> MTE 1521-2C,Rev 2,8/01/14 <br />