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MTG t <br />Corporatc <br />2992 E L. PrlnE Av€. St6. A <br />Anah€iit. CA 92805 <br />Tel:714.632.2999 <br />Far: 714.832.297lr <br />Dispatch: 8q) 491.2m <br />San Diegonmp€ri.l County <br />6295 Ferris Squaro 9e. C <br />San DieOo, CA 92121 <br />T€li 858.537.3999 <br />Fax: 458.537.3990 <br />Dispqtcfi : 8a8.E44.5{fo <br />lnl.nd Em[irc <br />1 1467 Meddirn Pkwy. , Bdg 2A <br />Rive6iJo, CA92518 <br />Tcli 951.&i3-{999 <br />Fax:961.63./|a64 <br />Dbp€tch: 800.,191.2990 <br />lndlo <br />421917 Go[Cerbr Pkry., St .t <br />lidio, CA 92201 <br />folt 7fi.342.6n <br />Flx:75O.342..1525 <br />Oasp6Hr: A)O.,e1.2SO <br />Speqal lospecton ReporE mu$ be <br />separate reFfls slE be paeparcd <br />dBt'ibuted b 0E oaltr€s lisled b€l.i/ wlhm 14 .!eys_ol the nlp€dro.t Repo.ts of norFcofiptiant co.rdnb.|s mud be dEtributed tnrl€d|aEiybr e6ci typ€ of speoat rnspedbn on a daily bas6' E"d, "q& "h"ir <br />be -,ii;; ";d;;;'[, ir,. "p*o, i*p"ao. _r,oua6 u" <br />MTGL PROJECT': 5403A19 <br />Permiu 1 0191 322-l 75{19 <br />Repod rl Page 1 of 1 <br />THE WORK WAS WAS NOT <br />Proiect Arcfiitect <br />Sku.lural Engine€r <br />DSA Regional Office <br />Schoot Distrid <br />DAILY INSPECTION <br />REPORT <br />DSA/CITY Filc , _ <br />OSA,/OSHPO Appl. t <br />DSAr'LEA ' <br />THE WORK INSPECTED MET DID NOT MEET <br />The requirements ofth6 PROJECT do@menti <br />Samples taien: <br />Clear Temp: 73 f <br />srg of Special lnspedor <br />Maged Saad <br />Print Name <br />lnsp€cted ro ac€Ddance wi0r the r.qurEment ot the OSA,/OSPHO/PROJECT approved doqrmenb. <br />MATERTAL sAMpLtNG wAS El wASNorE N/AE weather <br />Perform€d in accordance with OSA,/OSpHD/pROJECI approved doorrnent8. <br />Contractor <br />Buildlng Oepertment <br />Ownea <br />PRoJECT NAMEj Aldi Mor Store # 34 <br />ARcHTTECT: APD Architecture TIME ARRTVED: 8:00 PM rIME DEPARTED: 2:30 PM <br />ENGINEER B&B Associates TRAVEL TIME LUNCH T]ME: . <br />coNrRACroRr ED GRUSH SUB CONTRACTOR <br />INSPECTION ADDRESS AODRESS OF PROJECT: 2830 S Bristol St, Santa Ana, <br />tNs ON <br />BACK FILL <br />D ENGINEERED FILL <br />D FoUNDATtoN <br />BAICH <br />PT CONCRETE <br />E sHorcRETE <br />CONCRETE <br />RY <br />SHOPWELO <br />E HIGH sTRENGTH BoLTING <br />El wELDTNG o <br />FIREPROOFING <br />ANCHOR/DOWEL <br />NDE FIELD <br />NDE SHOP <br />CEILING \A,iRE <br />Dtr <br />DSA,/OSHPO PROJECT <br />APPROVED OOCUMENTS PLAI,IS Y <br />E APPROVED <br />N <br />SOIL REPORT Y N <br />APPROVEO SHOP DRAWNG Y E N <br />SPECS:Y <br />EOEUIPiIENT USEO BY CONTRACTOR <br />I/\PRK AREA FiEt FIOOr <br />N Concrele <br />MATERIALS U BY ONCLUDE RES EARCH REPORI NO OR MATERIAL TEST RE <br />concrete 3,000 PSI ready mix # 43051 in loadine Dock area in <br />Footing type WFL,WF2 and WF3 on grid lines A, A.b, A.8, 7.6 and7.8 C. <br />All areas of concrete placement were ctean of all deleterious materials, reinforcing is clean of mud, oil orother nonmetallic coating. <br />Concrete was mechanically vibrated. <br />Reinforcing Steel was secured agaanst 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 />lnspected the placement of 26 Cubic yard <br />the following locations: <br />EWORKR PAS RCE NE OFT WORKALL ODT v"0 PERCENT PROJECT COMPLETE <br />cc <br />Certlfcation #: ICC 179 <br />-To"r"i-ilrdzo_.i-