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CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />FOR PERMIT ISSUANCE <br />Master ID: <br />Date: <br />$p+ectalizod Testing Proiect No. STCR9331 J <br />Dater <br />172120N <br />Type C.i` Servlt a <br />F'ieldlCoring <br />Job Address; <br />i tt tIV SergerstroM Ave, <br />Equipment Used <br />3 Diameter Care Bit <br />Senta Ana, CA 92704 <br />... _..... <br />Job Name. <br />structural Engineering i <br />Tech nidiart(s) ; <br />Marco Macias <br />Design.: <br />Client Name: <br />Bob Sharifi <br />Area(s) Worked: <br />Warehouse Slab <br />sialized Testing inc took 3 core samples from the slab forcompressive strength testing. Samples were tested at least 5 days <br />being cored as per ASTM d421CWC1231 standards of core retrieval and testing. Repairs were made after core retrieval. <br />Table `t for core measurements. <br />LoWtIon I' rdinal Cora Moisture Conditioning <br />Core No, Cote Length. (in) Comments <br />(SeeAttodbirnent2) Diameter (In) History <br />1 Coll 4 Placed in seabed bag Cdmoressive strength data in <br />after e0 ing Attachment 4 <br />C2 3 4,6 <br />, placed in sealed bag Compressive strength data in <br />after coring Attachment 1 <br />3 C33 laced in sea..16460g, Compressive strength data in <br />after caring Attachment 1 <br />Results ra'leted only to the speclrtyens tested. Laboratory lesfs and.rss°00 reported herein mra performed thr Structural Engineering & Design <br />by Specialized Testing, Inc. (€Iba Specialized Testing), SpocialIzed.Tetting, Inc. authored this report using jobsite information submitted by <br />5truCt`ural Engineering & Design. Specialized Testing, Inc. employs the labrototy etlgln"r This report shall not be reproduced, except in full, <br />without written permission from Specialized Testing, Ina <br />Technfe an Signature: . <br />Approved By: 'VinC0. Benitez <br />Signed .For The Cotnpaany. <br />