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QSt <br />E+ zan Page g of 13 <br />&AccnO F inc. Post Tensioning Data <br />GEOTECHNICAL ENGNEERING •ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND <br />INSPECTION <br />Date: 12/6/2021 <br />Project* 09621171 <br />Project: Riverfront - Buildin 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 131912-032 <br />Inspector: Alan Gehri <br />Jurisdiction: City of Everett <br />Weather: Cloudy - 40 degrees <br />Specifications: <br />Equipment/Asset Number(s): Tendon Direction: 1 S <br />Building: B Level: Level Section: North Pour: <br />System I: Gauge Serial No.: ZIOUM Ram Serial No.: 20 4- Z R Ram Pressure: <br />..Computed <br />. <br />.Deviation <br />TotComputed <br />nil <br />mar." <br />■ -rntt^nrr�rl��l <br />■a,�. ru rv-n� n <br />Technician: <br />Comments: <br />L - L <br />Lynnwood (425) 485-6519 e Poulsbo (360) 598-2126 a Tacoma (263) 939-2500 <br />03301 Post Tensioning Data <br />Thelnfomtatlon Effective 12f15=0 <br />provided on this rayon testing prepared for Iha ed on sithic use m the ctienL Thin report may not be reproduced In any format without the written permission of the client and Krazen & Associates. This report <br />irdlo rs our for valtom o6servats. he meresults based on she rondttions and contractor ecu ides. This Information Is subJW to review prior to final submhtal. By signing Ihls report. our inspector does not accept <br />msponsilalhy for vafidhy of results. The same Inlormetlon has bean provided by others on site. The test results apply onlyto Ilse <br />specific rotations, and hems Inspected or tested. <br />