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6900 WETMORE AVE SEATTLE BETHANY CHURCH 2024-10-25
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6900 WETMORE AVE SEATTLE BETHANY CHURCH 2024-10-25
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Last modified
10/25/2024 2:15:30 PM
Creation date
6/4/2024 10:53:55 AM
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Address Document
Street Name
WETMORE AVE
Street Number
6900
Tenant Name
SEATTLE BETHANY CHURCH
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Page 1 of 1 <br />&UH( J &Associates,Inc. <br />Geotechnical Engineering . Environmental Engineering <br />Construction Testing and Inspection <br />Field <br />Report NO.: 09623145DFR442023JPG-1 <br />DATE: 4/4/2023 Set Count: 1 CONTRACTOR: <br />PROJECT #: 09623145 PERMIT #: <br />PROJECT: Seattle Bethany Church INSPECTOR: James Pineda/Jerry Gelder <br />LOCATION: 6900 Wetmore Ave JURISDICTION: Everett <br />KA P.M.: Jeff Mercer' WEATHER: Cloud TEMP: 40 <br />Concrete Placement Inspection: <br />A Krazan and associates inspector arrived onsite to perform a concrete placement inspection, as requested by the contractor. <br />Inspector arrived early to discuss details and location of placement. <br />Location: <br />South Tower Crane Pad <br />Contractor poured approximately 20 cubic yards of concrete supplied from Miles Concrete using mix design no. 0360050, <br />having a minimum compressive strength 6000 PSI at 28 Days. Krazan collected a sample and performed a slump test, <br />temperature test, and fabricated 1 set of 5 4x8 cylinder specimens for future compressive strength testing. After testing and <br />fabricating specimens, inspector observed the contractor place the concrete. <br />For concrete report and data see reports no. 0962314SCRO442023JPG <br />Reviewed <br />ASTM Test #: <br />r .w•_ <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 />Technician: <br />James Pineda <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 Km & Associates. This report <br />indicates our inspectors observation and testing results based on site conditions and cont,=or 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 />
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