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MIG I <br />San Oicgorlrnperial County <br />6295 Ferris Squaro Ste. C <br />San Dhgo. CA 92121 <br />Tel: 658.537.3999 <br />Far: 858.537.3090 <br />OLpatch: 8aA.A,14.5060 <br />MTGL PRoJEcTt: 5f{13A19 <br />Pemrt * 10191322-17509 <br />Roporta?PagpIot1 <br />Speoal l,l6pecton RepoaE muC be d,$rbulsd to <br />SeFrdle reports $all be p.epaed ba eBch t)re <br />THE WORK WAS WAS NOT THE WORK IN <br />lnspected in accordance with the requirements ot tie oStuOSpHO/ <br />PROJECT approved documents. <br />V\reather: <br />MATERIAL SAMPLING WASE WAS NOT E] N/AE <br />Performed in accordance with DSA/OSPHD/PROJECT approv€d doqrnentE. <br />Co.poralc <br />2@2 E La tulrra Av6. St.. A <br />Anahoim, CA 92E06 <br />Tel: 7'14 632.29S <br />Fax|71t.6322971 <br />Dbp.tch: a@.4e1.29eO <br />lnland Emplre <br />14467 M€ridian Pkwy., Bldg 2A <br />Riversiro, CA 92518 <br />Telr 951.653.,t999 <br />Fax: 961.66:|.,t€56 <br />Dispatch: a00.49r.2S€O <br />lrdb <br />rl49'l 7 Golt C€nbr Phdy., Sto.l <br />lndio, CA 92ml <br />I.L 7@312A6n <br />Fax:78).342.4525 <br />D.3p6bh: aoo.491 .z€oo <br />DAILY INSPECTION <br />REPORT <br />DSA/CITY Frb , _ <br />DSAOSHPD Appl. I <br />osr,/LEA, _ <br />EelF-lsl try ",t'rn 1 4 da,rc_c, the rEctectiro Repo.ts o, nsrconprarr Edituls mud be dEuthrred rnrEd6Ety <br />or spec{d rlspe.ton 0n a daity b6$6. Eadl leport shall be compteted 6rt sgned by the speoat il6pedo( drdudirE tll€ <br />DID NOT MEET <br />The requirements ofthe PROJECT documents <br />Samples taken: <br />Clear lemp: 77 f <br />Project Architect <br />St udu-al Eruineer <br />DSA Regionel Otrce <br />S.fiool tHrid <br />Contractor <br />Building Oep6rtmerrt <br />Srgnature of Special lnspedor <br />Maged Saad <br />PRoJEcr NAME Aldi Mor Storo # 34 oate. O91O712017 <br />ARCHITECT: APD TIME ARRIVEO 7:00 Atl rIME OEPARTED 3:OO PM <br />ENGINEER: B&B Associates TRAVEL TIME LUNCH TIME; - <br />CONTRACTOR, EO GRUSH SUB CONTRACTOR <br />INSPECTION ADDRESS ADDRESS OF PROJECI: 2830 S. Bristol St, Santa Ana, CA <br />TYPE OF INSPECTION <br />E ENGINEEREo FILL <br />D FouNDATIoN <br />0 BACK F|LL <br />ff BATCH PLANT0 PT coNCRETE <br />O sHorcRETE <br />E coNCRETE <br />E MASoNRY <br />E ttcH STRENGTH BoLTTNG <br />E WELDING <br />D SHOP WELD <br />trtroo <br />FIREPROOFI}iG <br />ANCHOR/DOIVEL <br />NOE FIELD <br />NDE SHOP <br />trEtro <br />CEILING l,uRE <br />EPOXY <br />DSAJOSHPD PROJECT <br />APPROVEO DOCUMENTS <br />AVAILAALE APPROVED <br />!!4!SYEINE <br />sollREPoRiyEilF SPECS:YENE <br />IPPROVED SHOP ORAWING Y E] N O <br />EQEUIPtIEt{T USED BY CONTRACTOR <br />vvoRK AREA: FOUndation FIOOr <br />REPORT NO TEST REPORT ilonrla|\ /€ight Conciet€. Hi-t3rade MixMAT€RIALS USEO BY CONJRAC (I}.ICLUDE R <br />ation of 5 Horizontal and 10 vertical dowels for connection between existing <br />Masonry wall and new masonry wall in the following locations: <br />Loading dock on lines A & A.8. <br />Observed holes dia. & depth and observed cleaning of all holes with a wire brush and compressed air prior <br />to placing Epoxy. <br />Epoxy Set-XP was used expire date 07 /2OL9. <br />Contractor followed the manufacture instruction for installation as well as EsR-2692 <br />All above work was completed as per approved plans "detail 82 on Sheet # 5-301,, and code. <br />Observed epory for install <br />RE\A/I3RK AS PERCENT OF ALL WORK TODAY, O%PERCENT PROJECT COMPLETE; <br />cc <br />Certification #: ICC 479