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E Ast <br />West <br />Pa 3 <br />gelof 1 �A <br />OIa}na Inc, post Tensioning Data$AS�O <br />GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND <br />INSPECTION <br />Date: 12/6/2021 <br />Project #: 09621171 <br />Project: Riverfront - Building B <br />Location: 3810 Riverfront BLVD, Everett, WA <br />Krazan P.M.: Jeff Mercer <br />Tendon Location: North Side PT Deck - Building B <br />Contractor: Shelter Holdinas <br />Permit No B1912-032 <br />Inspector: Alan Gehd <br />Jurisdiction: City of Everett <br />Weather: Cloudy - 40 degrees <br />Specifications: <br />Equipment/Asset Number(s): Tendon Direction: Iy - <br />Building: B Level: Level Section: North Pour: <br />System I: Gauge Serial No.: Ram Serial No.::0 - 01,1 Ram Pressure: 3 <br />IrTI781]I <br />W <br />Total Elong. <br />Computed <br />Deviation <br />Reviewed By: <br />Technician - <br />Lynnwood (425) 485-5519 a Poulsbo (360) 698-2126 a Tacoma (253) 939-2500 <br />03301 Post Tensioning Data Effective 1211612020 <br />The information provided on this repod Is prepared for the exclusive use of the Client. This report may not be reproduced In any formal without the written Permission of the client and rr an & Assoelates. This report <br />Indicates our inspectors observation and testing resuh based on site Conditions and cordrad r adFmles. This 1Mornaeon is subject to review prior to final submItal. By signing this report, our Inspector does not accept <br />responsibility forvalltllty of results. The same Information has been provided by others on site. The test results apply only to the epedfio locetlons, and Items inspected or tested. <br />