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Page 1 of 1 <br /> & Associates, Inc. Field <br /> Geotechnical Engineering • Environmental Engineering Report NO.:09623450DFR8312023EC <br /> Construction Testing and Inspection <br /> DATE: 8/31/2023 Set Count: CONTRACTOR: Wren <br /> PROJECT#: 09623450 PERMIT#: B2108-025 <br /> PROJECT: SE01453A-Chesnut INSPECTOR: Emory Cook <br /> LOCATION: 3200 201 St JURISDICTION: Everett <br /> KA P.M.: Jeff Mercer WEATHER: Clear TEMP:61°F <br /> Arrived on site as per dispatch to perform concrete testing and sampling. Upon arrival Krazan and <br /> Associates representative spoke with the contractor and received permit information and expected <br /> cubic yards of concrete to be delivered. 2.25 cubic yard of concrete arrived on site (Mix 0155A) at 10 <br /> Am and was poured. Slump was measured to be 3 f/2 inches. 5 samples were taken and placed in a cure <br /> box on site. <br /> Reviewed BNI: �X ✓��/`-- ASTM Test#: I Asset Number"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 /> Offices Serving the Western United States <br /> Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma(253) 939-2500 <br /> 'Me 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.'Mis report <br /> indicates our inspectors observation and testing results based on site conditions mid contractor activities.This information is subject to review prior to final submi". By signing this report,our inspector does not accept <br /> rosponsibi Iity for validity of results-The same information has been provided by others on site. <br />