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Page 1 of 1 <br />_ <br />l<IUZa1&Associates, Inc. <br />Geotechnical Engineering . Environmental Engineering <br />Construction Testing and Inspection <br />Field <br />Report NO.: 09622652DFRI 132023AGH-1 <br />DATE: 1/13/2023 Set Count: 1 CONTRACTOR: Bar eents <br />PROJECT #: 09622652 PERMIT #: <br />PROJECT: North Wall Retrofit INSPECTOR: Alan Gehri/Lucas Hummel <br />LOCATION: 2110 Hewitt Ave JURISDICTION: City of Everett <br />KA P.M.: Jeff Mercer WEATHER: Partly Cloudy TEMP: 50' F <br />Arrived on site per contractors request to observe the placing of concrete for a North Basement Wall <br />Retrofit. Contractor was observed placing 13 cy of concrete mix # P40TR454 at the North Basement <br />Wall. A slump and temperature test were taken and one set of compressive strength tests were made. <br />See report # 9622652CR1132023JGH- for break results. <br />Reviewed By: ASTM Test #: Asset Numbers): <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 />Lucas Hummel <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 of results. 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 />