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Page % y <br />&Associates.I..n _r• <br />GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND <br />INSPECTION <br />Date: — / 0 .- <br />Project #: Z -7 <br />Project: . `�'✓, z.,G n f T _. <br />Location: <br />Krazan P.M.: S , <br />Tendon Location: <br />Bast Tensioning Data <br />Contractor:�� <br />Permit No <br />/_; / c / — C)3 2- <br />Inspector: •7;- ,v -5;-; <br />Jurisdiction: 1i�2fC ' <br />Weather: <br />Specifications: <br />+ '7 <br />Equipment/Asset Number(s): Tendon Direction: <br />Building: A Level: Section: �', ca ,r; Pour: <br />System I: Guage Serial No.: Ram Serial No.: Ram Pressure: <br />IS <br />Computed <br />-- <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />03301 Post Tensioning Data Effective 9/26/2017 <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 she conditions and contractor solivitles. This information is subject to review priorto final submittal. By signing this report, our inspector does not accept <br />responsibility for validity of results. The some information has been provided by others on site. <br />