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TTIG I <br />Corporatc <br />282 E L. tulrln AE. Sto. A <br />Anaholm, CA 92806 <br />Tel: 714.632.2999 <br />Far 714.63.2.2371 <br />Dbpatc*'i 800.491.29SO <br />S.n DiGgon npGri.l County <br />6295 Fcrrb Squaro 8o. C <br />San Oieoo, CA 9212'1 <br />Tel: E5a.537.3990 <br />Fax: E58.537.3900 <br />Oaspstch: 8aa.8zl4.50@ <br />lnl.nd Ernfir. <br />t,1457 Mork bn Ptwy., Btdg 2A <br />Riversido. CA 9251a <br />T6l: 95 1 .653.,(999 <br />Fsx: 951 .653.,166€ <br />DBpatch: 8o0..{91.2990 <br />lrdio <br />it49r7 GoH Cenbr Pt(say., 9e.l <br />lndb, CA 92201 <br />f el'.7@.U2.6n <br />Fer:7d).342.4545 <br />OisFEhr 8OO.491 .2990 <br />MrGL PRoJEcrri 54{13419 <br />P.'rit t 1 0, 91 322-1 7509 <br />Roporl,4 PaOo 1 of I <br />Spedal lr6pectirn Reports mu$ be d6hhrtEd <br />DAILY INSPECTION <br />REPORT <br />lc! tlP parti= l6led b€tou w$in 14 da),E c{ lh€ n6p.d|dr lws ot noal.coanpliant condilirE mul be dBtrlhrteO mSep€rdto rcoorte sllalt be tlPe of speoal i.E@ion on a darly ba6Js. Eadr repon shaltbe cornplel€d ard siofEd by lhe speoal inspedor conOEtno th€ <br />THE WORK WAS WAS NOT THE WORX INSPECTED MET DID NOT MEETlrlsp€ctsd in ac.ordance with the requiremenb ol the DSA/OSpHO/ <br />PROJECT a pproved do@ments. <br />MATERIAL SAMPLING WAS E WAS NOT E N/A E <br />VTy'EAthOT <br />Performed in accordance with DSAJOSpHD/pROJECT spprovod docurnenb. <br />The requiGments ofthe PROJECT documsnts <br />Ssmples takEn: <br />Clear remp: E6 f <br />Proj€cl Ardritoct <br />Shuctulal Enganeer <br />OSA Regional Ofice <br />Sd|ool Didrid <br />Conhaclor <br />Building Depqrlrner <br />O'vner <br />Signature of Special tnspedor <br />Maged Saad <br />print Name <br />ccrtific€tlon #: ICC{.1tt7479 <br />Verined <br />tr <br />PROJECT NAME: Ald i Mor Store # 34 Date: 09/01/2017 <br />ARCHTTECT: APD Architecture TIME ARRIVEDT 7:30 PU TIME OEPARTED: 4:OO PM <br />ENGTNEER: B&B Associatei IRAVEL TIME LUNCH IME: - <br />CONTRAoToR: ED GRUSH SU8 TOR <br />] NSPE CTION AOORESS ADDRESS OF PROJECT: 2830 S Bristol Sf Santa Ana, <br />TYPE INSPECTION <br />fl ENGTNEERED FtLL <br />E FoUNDATtoN <br />E BACK FILL <br />BA PLANT <br />E PT coNcRETE <br />SHOTCRETE <br />CONCRETE <br />RY <br />HEH STREI{GTH BOLTING <br />WELDII.IG <br />SHOPVTELO <br />FI <br />NDE SHOP <br />E ANcHoR/DowEL <br />E NDE FrELo <br />CEILING <br />'^ilRE <br />o <br />APPROVED OOCUMENTS <br />PO PROJECT 0 <br />N <br />AVAILABLE <br />PLANS Y <br />SOIL REPORT Y N <br />N <br />SPECS: Y N <br />APPROVED SHOP DRAwlNG Y <br />EQEUIPMENT USEO BY CONTRACTOR <br />'r1pRK AREA: Filst Floor <br />H REPOR OR MATER TEST REPORTS): NonrB I W6i9ht Conqete . Hi€rade Mix <br />MATER BY COr{ONCLUOE <br />Loading dock 5" thick slab between lines A & A.9,7.6&7. <br />All areas of concrete placement were clean of all deleterious materials. <br />Reinforcing steel was secured against displacement. <br />Concrete was mechanically vibrdted. <br />All concrete placement inspected and detailed above has been completed as per approved plans andcode. <br />lnspected the placement of 20 Cubic yard <br />Shopping cart 5" thick slab between lines <br />concrete 4,000 <br />G&F,s.6&6.4 <br />PSI Ready mix # 52403 in the following locations: <br />TODAYEWORKRPRCENTEOFALLRWOK o/"0 PERCENT PROJECT COMPLETE: <br />ASA/CITY Frb , _ <br />OSA/OSHPD Atpt_ t. <br />DSA/LEA t _