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TTITG l <br />Corporalc <br />2S2 E L. P.trE A\,e. St6. A <br />An.hoirn. CA g28OG <br />Tcl: 71,1.632.29S <br />F611714.632.2371 <br />Disp.lch: 8@.491_2990 <br />San Olcgol nrpcdal County <br />8295 F.rns Squ.rs Sto. C <br />S.n CIogp, CA 9212, <br />Tol:858.a37.39S <br />Fax: E56.537.S9O <br />Oisp.tch: 8a8.6{4.5060 <br />lnl.nd EmEi.. <br />1 ,1467 Merirhn Phyy. . Bldg 2A <br />Riversiro. CA 92518 <br />T.l: 951.663-4999 <br />Fer: St.453.4666 <br />Disp6tch: 800.491.2990 <br />DAILYINSPECTION osA./crrYFihr- <br />REPORT DSAlosHpDAppr., <br />DSA/LEA <br />' <br />lndio <br />i1491 7 Gof Conb r ptcry.. St6. I <br />lndio. CA 92201 <br />lol:7@312 1A77 <br />Flx:760.342.i1525 <br />D6pe!*; qx).,tgr.2990 <br />Separdle reports shallbe preoared ibr €ecj i/pe aa spedd fiapectb.l on a daity <br />14 .lt)6_o{ th. 'rEpecuo.l R€po.ts o( no.r-dnpl€ril ExttldE mL6t LE OEtnUIed firtrpd6rcvoas6 E&h EDo.t stlat bC cdnpktd and dgn€d by thc apet ,rt6pedq dldud,m E <br />Speoal lrBPcto.l Reports mud bedEfihrEd b tE garttes l6ted b€k , wihin <br />THE WORK WAS WAS NOT THE WORK INSPECTED MET DID NOT MEETlnspected tn accordance with th6 requtrements olthe DSAJOSpHD/PReJEc t approved documents.The .equirements ofthe PROJECT doolments <br />Samples taken. <br />Cloudy renp: 71 t <br />urcl pnolecrr, 5{03A I g <br />Permr r 10191322-17509 <br />Report, ? Page 1 of 1 <br />Proled Arcfiitec1 <br />Structurdl Engineer <br />DSA Regional Otice <br />SchoolDistid <br />Contractor <br />Building Oep6rtmsnt <br />Owner <br />MATERIAL SAMPLING wAso WASNoTE N/AE WE6th6T <br />Ps.tomed in accord.hc. with DSA,/OSpHO/pR-ECT a;roved doqJrEnb. <br />Signature of Speoal lnspector <br />Maged Saad <br />Print Name <br />Cerlificatpn #: ICC <br />e- <br />PROJECT NAMEj Aldi Mor Store # 34 Date: 08/2512017 <br />ARCHITECT:APD TIME aRRtvED: 8:00 AM TIME DEPARTED: 3:OO PM <br />E NGINEER, B&B Associates TRAVEL TIME LUNCH TIME: - <br />coNrRAcToRr ED GRUSH SUB CONTRACTOR <br />SPECTION AOORESSIN <br />ADORESS OF PROJECT: 2830 S.Bristol St, Santa Ana, CA <br />TYPE OF INS <br />AACK FILL <br />O eruoHeeneb riilE FouNoATloN <br />PLANT <br />PT CONCRETE <br />SHOTCRETE <br />CONCRETE <br />MASON <br />SHOP WELD <br />E xrct srREtolt gorrrtc <br />E welor'tc <br />IREPROOFING <br />NDE SHOP <br />E ANcHoR/oovvEL <br />E NDE FIELD <br />CEILING <br />tr <br />APPROVED DOCUMEN <br />PROJECT D <br />NPLANS Y <br />SOIL REPORT Y N <br />N <br />N <br />APPROVED S HOP DRAWNG Y <br />EQEUIruENT USEO BY CONTRACTOR <br />r r)RK AREA: Foundation Floor <br />HR EST RENO Norl?lallrJeighi Concrote,Hi-Gr6do Mu <br />USIALS oE TcoN TORRAC rNc UL RESOE <br />ng dock between grid lines A&D and between lines 7 & 7.g. <br />lnspected reinforcinS steel for size, grade. type, lab splice and clearance. <br />lnspected location for reinforcing and embedded items. <br />All work inspected and detaired above is stifl in progress as per approved prans and code. <br />lnspection and rebar prerheck was perfo <br />Footing type WF1, WF2 and WF3 for loadi <br />I nspected reinforcing steel installation. <br />rmed in the following locations: <br />R EWO KR AS PERC NTE o F ALL WOR TK DAo Y lvo PER TEN PR OJ cE T COMPLE ET <br />cc <br />479