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_K�'�7�y� FIELD <br /> &A s s o c i a t e s, I n c. REPORT NO.: 15347DFR111915-CC <br /> Geotechnical Engineering•Environmental Engineering <br /> Construction Testing and Inspection <br /> DATE: 11/19/2015 CONTRACTOR: Aegis <br /> PROJECT#: 09615347 PERMIT#: <br /> PROJECT: Jimmy Johns ' INSPECTOR: Christopher Congdon <br /> LOCATION: 2602 Broadway Ave JURISDICTION: Everett <br /> •KA P.M.: Mercer WEATHER: Clear TEMP: 43° <br /> Arrived on site per request for concrete placement inspection for canopy foundation. Reinforcing conforms to plans, CS2/A. <br /> Verified re-steel size, grade,lap,clearance, and coverage. Re-steel free of damage,oil,dirt, and excessive rust, and was <br /> adequately tied,chaired,and supported to prevent displacement during concrete placement. <br /> Monitored placement of approximately 21 yd3 from Skagit Redimix. Under my supervision one set of five 4x8 cylinders was <br /> made for compressive strength testing by David Crawford. See cylinder report#15313CR111915-CC for additional <br /> information. <br /> Reviewed By: 72.. ASTM Test#: Equipment/Asset Number(s): <br /> To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and regulatory requirements. <br /> Superintendent/Representative: Technician: <br /> Offices Serving the Western United States (91/1 <br /> Lynnwood(425)485-5519•Poulsbo(360)598-2126•Puyallup(253)939-2500 <br /> Daily Field Report Revision 8 Effective 02/13/2013 <br /> The information prodded on this report is prepared Mr the exclusive use or the client This upon may not be reproduced ix any format without the written permission of the client and Scares&Associates.This report indicates our inspectors observation and testing roans based on site commons and contractor <br /> actidtim.This information is subject to review prior to font submittal.¢ysigningthisrepon,ourinspectordoesnotacceptresponsibilityforvalidityofresults.mo same information has been prodded by ethaas on site <br />