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S ofuo V\ <br />N owi1n <br />s <br />=�r�r�7�� &Accnr' Pagellof 13 <br />+Qe Inc Post Tensioning Data <br />GEOTECHNICAL ENGINEERING -ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO <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 />Contractor: Shelter Holdings <br />Permit No B1912-032 <br />Inspector: Alan Gehri <br />Jurisdiction: City of Everett <br />Weather: Cloudy - 40 degrees <br />Tendon Location: North Side PT Deck - Building B Specifications: <br />Equipment/Asset Number(s): Tendon Direction: <br />Building: B Level: Leve12 Section: North Pour: <br />System I: Gauge Serial No.: 3!J Q n$ Ram Serial No.::Q - Ram Pressure: <br />Computed <br />Irm <br />Deviation <br />Remarks M <br />un <br />--`���� <br />WA <br />ILL �, <br />�����i�s/'if���Tfit�'i�■L'v[�� <br />WE <br />INIIIII <br />11011111 <br />■ <br />I�L'!� <br />��RA�■ <br />�/L' <br />S1r:INS <br />ELMS <br />- "-� -' 1 echnician: <br />Comments: <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />03301 Post Tensioning Data <br />Effective 12l15=20 <br />Gusive use of the olleril. This report may not be reproduced In any formal without the written permission of the client and Krazan ti Associates. This report <br />The information provided on this report is prepared for the ex <br />indicates our inspectors observation and testing results based on site conditions and contractor activities, This information is subject to review priorto final submittal. By signing this report, our impedordoes not accept <br />responsibility for validity of results. The same information has been provided by others on she. The test results apply only to the spec ffc locations, and Hems Inspected or tested. <br />