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fl'(Wan&Associates, <br />Page 1 of 1 <br />I nc. <br />Geotechnical Engineering* Environmental Engineering <br />Construction Testing and Inspection <br />Field <br />Report NO.: 0962117 1 DFR282022JM-2 <br />DATE: 2/8/2022 Set Count: 2 CONTRACTOR: Shelter <br />PROJECT #: 09621171 PERMIT #: B 1912-032 <br />PROJECT: Riverfront Bldg B INSPECTOR: Josh Mirabella <br />LOCATION: 3910 Riverfront Blvd JURISDICTION: City of Everett <br />KA P.M.: Jeff Mercer WEATHER: cloudy TEMP: 461 F <br />Report #102 <br />Inspector Josh Mirabella arrived onsite for a concrete inspection scheduled for 8:00. Concrete was mix code P4W50414 with a <br />design strength of 4000 psi and was being poured for a curb at Building B. No samples were taken, because the mix was the <br />same as was used earlier that day for grade beams at Building A. For more information, refer to reports: <br />09621305DFR282022JM-2 (Report #39) <br />09621305CR282022JM-1 (Report #28) <br />09621305CR282022JM-2 (Report #28) <br />Reviewed <br />ASTM Test #: <br />Asset <br />To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and <br />regulatory requirements. <br />I Superintendent/Representative: I Technician: <br />Josh Mirabella <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 Ktaran & 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 rest results apply only to the specific locations, and items inspected or tested. <br />