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MIG I <br />Corporde <br />2992 E La hlr. Avo. Sle. A <br />Anah€nn. CA 92606 <br />Tol: 7'14.dt2.299() <br />F 6x: 71 1.632.297 I <br />Dbpatci: 8m.491.2S0 <br />San Oi.gonnpanal Cour*y <br />6295 Ferris Square Slo C <br />San Diego, CA 92121 <br />Tsll 858.537.3990 <br />Fax: 858.537.3990 <br />Disp€lci: 888.8,{,t.5060 <br />lnlrnd Empi.c <br />1 ,1467 M€ruirn Ptvry. , Bldg 2A <br />Riversir€. CA 92518 <br />T6l: 95,l .653.4999 <br />Fsx: 51 .653.,186€ <br />Dbp.tch: 410.491.29$ <br />lndb <br />rlzl9l 7 Gof C€rb r Plv.y. , Sre. I <br />lrdio, CA 92201 <br />f.l:7fi312/6n <br />Fax:7d) 3{2 ,1525 <br />Ctspoichr 800.491.2990 <br />MrcL PRoJEcr*: 5403A19 <br />pemiu 10191322-17509 <br />Ropon, I Pago 1 o, 1 <br />DAILY INSPECTION <br />REPORT <br />OSA,/C|TY FiL t _ <br />DSATOSHPO Arpl. t. <br />DSA/LEAt _ <br />SeparaE reporls shall be prEparcd lq each type of speoal r6pedDo on a dait bas6 Eadr repod shall be cdnpleten and *ln€d by ttle spacralrrEp€dor condldtrE the <br />THE WORK WAS WAS NOT THE WORK INSPECTED MET DID NOT MEET <br />lnspected in accordance with thr reqllremenB ofthe DSAuiOSPHD/ <br />PROJECT approv€d docum€nts. <br />Th€ requiEments ofthe PROJECT documeotE <br />Srmples laken: <br />Weathet: <br />MATERIAL SAMPLING WASE WASNOTE N/A E] <br />Performed in accordance with DSI/OSPHD/PROJECT approved docurllenE. <br />Clear temp: 73 f <br />Srgnahrre hspedor <br />Project Archited <br />Strudural Engineer <br />DSA Regional Of6ce <br />Sciool D€ind <br />Maged Saad <br />PROJEoT NAME:Aldi Mor Store # 34 Date: 08/t5/2017 <br />aRCllrEcT. APD A rchitecture rrr"re nnnrveo. 'l:00 PM TIME DEPARTED, 3;30 PM <br />ENGINEER: B&B Associates TRAVEL TIME:LUNCH TIME: - <br />CONTRACTOR ED GRUSH SUS CONTRACTOR <br />INSPECTION ADDRESS ADDRESS OF PROJECT: 2830 S Bristol St, Santa Ana, <br />TYPE OF INSPECTIOT{ <br />E ENGINEERED FILL <br />E FoUNDATIoN <br />O BACK F|LL <br />trtro <br />E coNCRETE <br />BATCH PLANT <br />PT CONCRETE <br />SHOTCRETE <br />otr <br />E vvELDTNG <br />E sHoP wELD <br />MASONRY <br />HlGH STRENGTH BOLTING <br />trtrtr <br />FIREPROOFING <br />ANCHOR/DOIA/EL <br />NDE FIELD <br />NOE SHOP <br />CEILING WREtrtrtrtr <br />DSAOSHPD PROJECT <br />APPROVEO OOCUMENTS <br />AVAILABLE APPROVED <br />PLANSYEINE] <br />SOILREPORTYENE SPEcs:YENE <br />APPROVED SHOP ORAWNG Y E] N E] <br />MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS)Normal Weight Concrete, Hi4r.de Mix <br />EQEUIPMENT USED BY CONTRACTOR <br />WORK AREA: Fi.st FIooT <br />lnspected the placement of 10 Cubic yard concrete 3,000 PSI ready mix S 43051 in the following locations: <br />Grade beams flpe WF1 on grid lines ff and between lines B&C. <br />All areas of concrete placement were tlean of all deleterious materials, reinforcing is clean of mud, oil or <br />other nonmetallic coating. <br />Concrete was mechanically vibrated, <br />Reinforcing Steel was secured against displacement. <br />One set of 3 test samples were 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, O%PERCENT PROJECT COMPLETE <br />cc Contraclor <br />Building Dep€rtmer{ <br />certificstionll: ICC <br />Prinl Name