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TTIIG I <br />Coapor.tc <br />2992 E La PalrIl3 Ave. Sle. A <br />An.h6im, CA 92606 <br />Teli 71,1.632.29S <br />Fa\.714.632-2371 <br />Obp6tch: 8@.49129S <br />San Dicgorl rp.rial County <br />6295 Fords Squar€ St6. C <br />San Diego. CA 92121 <br />Tel: 858.537.3999 <br />Fax: 856.537.3990 <br />Dispatch: 888.644.5060 <br />lnlar|d Emfirc <br />14467 MoriCbn Pkwy., BHg 2A <br />Riv.rside, CA 92518 <br />Tel: 951 .65:1.,(999 <br />Fex:951.&1.4686 <br />Oispoich: E00.491.2900 <br />lndb <br />44917 GoltCenbr Pkwy., Ste.l <br />l.db. CA g22O'1 <br />lol; 7@ .342 .16n <br />Fax:760.342./455 <br />fxsp€bh: 80O.€l .2900 <br />Speoal ln6p€ctd' Repo.ts must be dEtrblrE to the parlles l#d beb* wihm 14 (hys or ihe |nspecto.r <br />SelaleE reportB siall be p.Epar€d l(x each type of speoal ntpectir on a cta y 0615 Edl repod shat! <br />Re9o.ts c,f tufi-compliant dtdtlgl8 must b€ dEfitut€d rnfiEOratety <br />b€ complded and 6/gned by lhe specBl nEpedo. corldudt p the <br />MTGL PRoJECTT: 8O3A19 <br />Perit t 10191322-17509 <br />ReporialPag€,of1 <br />@ Proied Arcflitect <br />Strudural Engineer <br />DSA Regional Offce <br />Sdool Distrld <br />Contraalor <br />Building OeFrlment <br />olvner <br />DAILYINSPECTION DSArcrwFib._ <br />REPORT DsA/osHPD Appr. , <br />osrr'LEA t _ <br />THE WORK INSPECTED MET DID NOT MEET <br />The requiremenE ofthe PROJECT documents <br />Samples taken: <br />Clear Temp: 73 f <br />THE WORK WAS WAS NOI <br />lnapected in accodance with th€ requirements of the OSA/OSPHD/ <br />PROJECT approved doqJments. <br />Vlreather <br />MATERiAL SAMPLING WASE WASNOTE N/A E <br />Pertormed ln accordance with DSA,/OSPHD/PROJECT approved documonts. <br />S of Special lnspedor <br />Maged Saad <br />Pnnt <br />Certifca tio n <br />PRoJEcr NAME: Aldi Mor Store # 34 oate: 09/15/2017 <br />ARCHITECT: APD Architecture TIME ARRIVEO: 7:00 PM rlME DEPARTEO: 3:00 PM <br />ENGINEER: B&B Associates TRAVEL TIME LUNCH TIME. . <br />SUB CONTRACTOR <br />INSPECTION ADORESS ADDRESS OF PROJECT: 2830 S Bristol St, Santa Ana, <br />TYPE OF INSPECTION <br />E Er{crNEEREo FILL <br />D FoUNDATtoN <br />E BAoK F|LL <br />trtr <br />E BATCH PLANT <br />E coNcRETE <br />PT CONCRETE <br />SHOTCRETE <br />trtr <br />E wELDING <br />0 sHoP wELo <br />MASONRY <br />HIGH STRENGTH AOLTING trtrtr <br />ff FIREPROOFING <br />ANCHOR/OOWEL <br />NDE FIELO <br />NDE SHOP <br />CEILING \MRE <br />DSAJOSHPD PRoJECT <br />APPROVEO DOCUMENlS <br />AVAILABLE APPROVEO <br />PLANSYEINfI <br />SOILREPORTYONE SPECS:YENE <br />APPROVED SHOP DRAWNG Y E] N O <br />MATERIALS USEO BY CONTRACTOR (INCLUOE RESEARCH REPORT NO, OR MATERIAL TEST REPORTS): NorIrl!lV\hight Concr.t6, Hi€r.de Mix <br />EOEUIPMENT USED BY CONTRACTOR <br />\fuCRK AREA: First Floor <br />lnspected the placement of 50 Cubic yard concrete 4,000 PSI Ready mix # 71391C in the following <br />locations: <br />6" thick slab and staris between trid lines A.5&C.6 and between lines 7 & 7.6. <br />All areas of concrete placement were clean of all deleterious materials. <br />Reinforcing steel was secured against displacement. <br />Concrete was mechanically vibrated. <br />One set of three concrete samples was taken. <br />All concrete placement inspected and detailed above has been completed as per approved plans and <br />code. <br />REWORK AS PERCENT OF ALL WORK TODAY: 0%PERCENT PROJECT COMPLETE <br />coNrRAcroR: ED GRUSH <br />:-rN <br />af71