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1111111=-1161M <br /> � FIELD <br /> Kr <br /> aza 1&Associates, Inc. REPORT NO.: 15347DFR092915-DL <br /> Geotechnical Engineering•Environmental Engineering <br /> Construction Testing and Inspection <br /> DATE: 9/29/2015 CONTRACTOR: <br /> PROJECT#: 09615347 PERMIT#: <br /> PROJECT: Jimmy John's INSPECTOR: David Lane <br /> LOCATION: 2602 Broadway Ave. Everett,Washington JURISDICTION: City of Everett <br /> KA P.M.: Jeff Mercer WEATHER: clear TEMP: 65° <br /> Arrived onsite as per client request.Visually examined the previously installed rebar anchors in the concrete foundation <br /> from 1.6-4 on both gridlines A&B as per structural drawing S-5,detail#5.The rebar used was correct size,and the anchors <br /> were spaced as detailed. The epoxy used was also as specified;Hilti Hit-Hy 200R expiration 05/2016.Note: embed depth, <br /> pre-cleaning, and installation procedures not witnessed. <br /> • <br /> Reviewed By: 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 F <br /> • <br /> Lynnwood(425)485-5519•Poulsbo(360)598-2126•Puyallup(253)939-2500 <br /> Daily Field Report Revision 8 <br /> Effective 02/13/2013 <br /> The information provided on this report is prepared for the exclusive use of the client.Tbisrepon may not be reproduced m any format without the wrinen permission of the client and Krum Associates.This report indicates our inspectors observation and testing results based on site conditions and contractor <br /> activities.This information is subject to review prior to final subminaL By signing this report,our inspector does not accept responsibility for validity ofmulls.The same information has bin provided by othns on site. <br />