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TTITG L <br />Coapor.l. <br />2S2 E L. P.l?rE Aw. Ste. A <br />Anaheim. CA 92806 <br />T.l:714.&)2.29@ <br />Fs\,711.8€22374 <br />Dbpotfi: 8q1.491 .2990 <br />S.n Oiagorl[pc.i.l County <br />6295 Forrb Squ.r6 S[€. C <br />Son Diago. CA 92121 <br />Tel: 058.537.3099 <br />Fax: 8ai8-537.3990 <br />Disp6lch: EE8.844.5060 <br />lndb <br />{4917 Gof C.nt8r Pkwy.. St..l <br />ldio. CA 92201.rol:7@.3/,2.4677 <br />Fax'.7@.34,2.4525 <br />OirFEh: 8OO.u€1.2$O <br />lnlfid Emdrc <br />1,046-7 Meririan FtYry.. BUO 2A <br />R lv.6ilo, CA 925 1 8 <br />Tel: 951.653.,€S <br />Fex: g;l -653-,1666 <br />DhFotch: 80.491.2900 <br />Speoal lrEpeaton Flegorts musl be dFtnboEd to OE paft€s tl6tsd beb/ wthi6 14 cta,E oa tE inspedo.l <br />Separae .Eport! $an be Feparcd lor ea€i typ. c, speoal insFcton on a dany b6$s Eaci r€po.t shsll <br />Repo.ts ot ntrl€mpllart co.diborE mog De cliatnki€d irrnedBt€ty <br />E co.npleted and eoncd Dy the 3p€*, insp€ds co.td'drrE the <br />MrGL PRoJEcrr: 5403A19 <br />P6rm r 10191322-17509 <br />Roport, 3 Page 1 ot I <br />Prolec't Ar.hitect <br />Struclural Engineer <br />DSA Regional Oflice <br />S6ool Distrid <br />DAILY INSPECTION <br />REPORT <br />DsArclry Frb I _ <br />OSArcSHPO Appl. t <br />DSA,/LEA ' <br />- <br />THE WORK WAS WAS NOT <br />lnspec:ted in accgrdanca with the .equirements of th€ DSIy'OSPHO/ <br />P ROJECT approved dooJmenb. <br />Wbather <br />MATERIAL SAMPLING I/\'AS E WAS NOT E N/A E <br />Performed in accordance with DSA,/OSPHO/PROJECT approved documents. <br />THE WORK INSPECTED MET DID NOT MEET <br />The requirements otthe PROJECT document6 <br />Samplgs taken: <br />Clear remp:72t <br />of Special lnspedor <br />Maged Saad <br />Certilication #: <br />PRoJECT NAME: Aldi Mor Store # 34 Date: 09/19/2017 <br />ARCHTTECT APD Architecture IME ARRIVEOT 7:00 PM TIME DEPARTEOj 1:30 Plll <br />ENGINEER: B&B AssoGiates TRAVEL TIME LUNCH TIME: - <br />SUB CONTRACTOR <br />INSPECTION ADDRESS ADDRESS OF PRoJEcT: 2830 S Bristol St, Santa Ana, <br />trtr <br />D <br />TYPE OF INSPECTION <br />ENGINEERED FILL <br />FOU N DATION <br />BACK FILL <br />tr <br />D <br />E sHorcRETE <br />E coNcRETE <br />BATCH PLANT <br />PT CONCRETE <br />f] MASONRY <br />E HIGH STRENGTH BoLTING <br />E WELDING <br />D sHoP wELD <br />fJ FIREPROOFING <br />D ANCHoR/Dor,,vEL <br />D NDE FIELD <br />E NDE SHoP <br />CEILING vvlREtro0 <br />D <br />DSAJOSHPD PROJECT <br />APPROVEO OOCUMENTS <br />AVAILABLE APPROVED <br />PLANSYENE <br />SOIL REPORT Y f] N E]SPECS:YENE <br />APPROVED SHOP DRAWING Y O N f] <br />T NO. OR MATERIAL TEST REPORTS): Nonml Wbigtt Con.rete, Hi€rade Mix <br />EOEUIPMENT USEO BY CONTRACTOR: <br />!/\,oRK AREA FiTSt FIOOT <br />PORMATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH RE <br />lnspected the placement of 20 Cubic yard concrete 4,000 psl Ready mix # 71391C <br />locations: <br />6" thick slab between grid lines A.5&C.6 and north side from {id7.6. <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 />All concrete placement inspected and detailed above has been completed as per approved plans and <br />code. <br />in the following <br />REWORK AS PERCENT OF ALL WORK TODAY: 0%PERCENT PROJECT COMPLETE: <br />cc <br />Verifed by <br />s <br />Pnnt <br />coNrRAcroR: ED GRUSH <br />Cont'actor <br />Building OeFrbrenl <br />Owner <br />t