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& 12" c.i.p wall <br />Page 1 of 1 <br />W&Associates, Inc. Field <br />Geotechnical Engineering . Environmental Engineering Report NO.: 09622652DFRI2272022DK <br />Construction Testing and Inspection <br />DATE: 12/27/2022 Set Count: CONTRACTOR: <br />PROJECT #: 09622652 PERMIT #: <br />PROJECT: North Wall Retrofit INSPECTOR: Don Keller <br />LOCATION: 2110 Hewitt Ave JURISDICTION: Everett <br />KA P.M.: WEATHER: TEMP: <br />Inspected the placement of ASTM A615 GR60 reinforcing steel for North wall 8" <br />infill. Basement Level. 1,2/SC.5, GSN, SC.3.1/10/21. <br />Retrieved and submitted concrete samples fc <br />Reviewed By: 114 Alt,-FTM Test #: Asset r(s).- <br />To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and <br />regulatory requirements. <br />Superintendent/Representative: Technician: <br />Don Keller <br />Offices Serving the Western United States <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report <br />indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept <br />responsibility for validity ofresults. The same information has been provided by others on site. The test results apply only to the specific locations, and items inspected or tested. <br />