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Page 1 of 1 <br />0 m, — .. <br />aI1&Associates, Inc. <br />Geotechnical Engineering . Environmental Engineering <br />Construction Testing and Inspection <br />Field <br />Report NO.: 09621171DFR5192022GMJG <br />DATE: 5/19/2022 Set Count: CONTRACTOR: Sherlter Holdings <br />PROJECT #: 09621171 PERMIT #: B 1912 -032 <br />PROJECT: Riverfront Building B INSPECTOR: G. Moe / J. Gelder <br />LOCATION: 3810 Riverfront Blvd JURISDICTION: City of Everett <br />KA P.M.: WEATHER: Partly Cloudy TEMP: 50° F <br />As requested by Shelter Holdings; <br />Inspected resteel and the placement of 3.5 Yd3 4000 psi concrete for West Elevation Storefront Stem <br />Walls; Lines 11 — 16 and Grids L — N.5, inclusive. Cadman Concrete Mix # S6C36828 was placed via <br />Georgia Buggy and was mechanically consolidated. <br />A sample of concrete was obtained for testing purposes, see Krazan & Associates' Concrete Report <br /># 09621171 CR051922-GM.. , <br />Reviewed By: <br />ASTM Test #: <br />Asset <br />To the best ofmy knowledge, the above WAS performed in accordance with the approved plans, specifications and <br />regulatory requirements. <br />Technician: <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 />