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SOW* <br />Q of* <br />to 1 z 7 Pageloof 13 <br />&A sociate5 Inc Post Tensioning Data <br />GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND <br />INSPECTION <br />Date: 12/6/2021 Contractor: Shelter Holdings <br />Project #: 09621171 Permit No B1912-032 <br />Project: Riverfront -Building B Inspector: Alan Gehrl <br />Location: 3810 Riverfront BLVD, Everett, WA Jurisdiction: City of Everett <br />Krazan P.M.: Jeff Mercer 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.: Ram Serial No.: am Pressure: 3 <br />�_L-�r r•I��I t-3� • 1 1 '�1 Computed <br />®© • • Total Elong • • 1 <br />IRA <br />l��l'E.is■S'��Deviation <br />L <br />■ rrrrm*r■- n <br />Comments: Technician: <br />I L <br />Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 a Tacoma (253) 939-2500 <br />03301 Post Tensioning Data <br />Effective 12/1 s/2020 <br />The Information provided on this report is Prepared for the ezdusive use of the client. This report may not be reproduced In any format without the written Permission of the Client arid Krazan & Associates. This report <br />indicates our inspectors observation and testing results based en site conditions and contractor activities. This Information is subjetd to review prior to gndl SubillIU9l. By signing this report, our InSpa[10r does not accept <br />responsibility, for validity of results. The same Information has been Provided by others on site. The test results apply onyto lire specific locations, and Items insp <br />ected or tested. <br />