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A �}'� Page <br />d.— �S 2'! J` &Ac_s"iates.Inc <br />GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND <br />INSPECTION <br />Date: <br />— / U - z 2- <br />Project #: <br />Project: <br />- <br />Location: <br />Krazan P.M.: <br />-� S <br />Tendon Location: <br />Post Tensioning Data <br />Contractor: Permit No i, f. /a — �J3 2- <br />Inspector: �' iz', ? .v %�.1—/ - <br />Jurisdiction: G f,�.Z <br />Weather: <br />Specifications: :± - <br />Equipment/Asset Number(s): Tendon Direction: <br />Building: 16 Level: Section: <br />cy.�; � Pour: <br />System I: Guage Serial No.: Ram Serial No.: Ram Pressure: <br />..Computect—�'Njn <br />Computed <br />Deviation• <br />Lynnwood (425) 485-5519 • Pouisbo (360) 598-2126 • Tacoma (253) 939-2500 <br />03301 Post Tensioning Data <br />Effective 9/26/2077 <br />The information provided on this report is prepared for the exclusive use of the Gient. 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 Anal submittal. By signing this report, our impactor does notaccept <br />responsibility for validity of results. The same information has been provided by others on site. <br />