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Page 1 of 1 <br /> azar-I&Associates, Inc. Field <br /> Geotechnical Engineering • Environmental Engineering Report NO.:09615347DFR11192015DCC 1 <br /> Construction Testing and Inspection <br /> DATE: 11/19/2015 Set Count: 1 CONTRACTOR: Alegis <br /> PROJECT#: 09615347 PERMIT#: <br /> PROJECT: Jimmy John's INSPECTOR: David Crawford/Chris Congdon <br /> LOCATION: 2602 Broadway,Everett JURISDICTION: Seattle <br /> KA P.M.: Jeff Mercer WEATHER: Mostly Cloudy TEMP:46 <br /> The purpose of this visit was to inspect the placement of 4000 psi concrete,as requested.Assisted inspector Chris Congdon <br /> with testing of concrete(i.e. slump test)and the creation of one set of(5)concrete cylinders for compressive break tests to <br /> be conducted in lab. <br /> A total of 20.5 cubic yards of 4000 psi concrete was placed for slab on grade with no.3 bars spaced at 12"on center each <br /> way.A moisture barrier was used to separate the subgrade material from the concrete.2"x2"x2"adobe blocks were used to <br /> brace the reinforcement in raised position, in order to achieve a 2"cover between the reinforcement and subgrade material. <br /> Because a moisture barrier was used,the 2"cover is in compliance with the project plans S1.0 and ACI 318-11 7.7.1, <br /> which both prescribe a minimum of/a"cover for structural slabs and concrete not exposed to weather or in contact with the <br /> ground respectively. <br /> t ' ."r. { I <br /> 'fit • 1 -„_,. r <br /> ta ^- <br /> a . <br /> Left:2"x2"x2"adobe blocks used to achieve 2"cover between reinforcement and underlying subgrade material.Photo <br /> taken by David Crawford at 10:30am on 11-19-15. <br /> Right:Moisture barrier and reinforcement for slab on grade where concrete was placed(zoomed out view).Photo taken by <br /> David Crawford 10:57am on 11/19/15. <br /> For more information about this concrete pour and the testing results,refer to inspector Chris Congdon's daily field report <br /> no.09615347DFR11192015CCC and concrete report no. 15347CR111915DCC. <br /> Reviewed By: 11.—A.to _ ASTM Test#: Asset Number(s): <br /> To the best of my knowledge,the above WAS performed in accordance with the approved plans,specifications and <br /> regulatory requirements. <br /> Superintendent/Representative: Technician: <br /> Offices Serving the Western United States 3/ <br /> Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 <br /> The information provided on this report is prepared for the exclusive use of the client.This report may not be reproduced in any format without the written permission of the client and Krazan&Associates.This report <br /> indicates our inspectors observation and testing results based on site conditions and contractor activities.This information is subject to review prior to final submittal.By signing this report,our inspector does not accept <br /> responsibility for validity of results.The same information has been provided by others on site. <br />