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F 7i Pagel ofSTR13 <br />&Ass[Na t Post Tensioning Data <br />GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING COCONSTRUCTION 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 Holdings <br />Permit No B1912-032 <br />Inspector: Alan Gehri <br />Jurisdiction: City of Everett <br />Weather: Cloudy - 40 degrees <br />Specifications: <br />Equipment/Asset Number(s): Tendon Direction <br />Building: B Level: Level 2 Section: North Pour <br />System I: Gauge Serial No.: I Ram Serial No.: 20 ` 2 Ram <br />_N S <br />Pressure: ,_3C <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />03301 Post Tensioning Data <br />The Information provided on this report is Effective 12/15/2020 <br />Do 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 6 Associates. This report <br />Indicates our Inspectors observation and testing results based on site conditlons and contractor activities. This Information Is subillcl to review prior to Mel subraftt . <br />responsibility for validity of results. The same information has been provided by others on she- The test results d! dash a this ropon, our Inspector does ncl accept <br />___—_� apply only to the spaanc lowllons, and toms inepeded M tested. <br />