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MTG 1 <br />urGl PRo.tEcrt: 5403A19 <br />Perma r 10191322-17509 <br />RoportaZPage1of1 <br />Spsd trEpecton ReF.ts mug be d6utu&d to tlE lartE6lEted belo. utun 14 d6ys dthe rnsp€diIl wts d nGFcomplBllt cordn*r6 m'-d b€ dE8rbuled mmcd6lely <br />SeparaE Eports $all be Fepared fcr eaci type ot sp€oal r6pectEn on a daily tasB Eadr repo.t 6nan be co.nPHed End sgn€d by the spec€l rns9€dor cD.dudir'g lhe <br />I}IE WORK WAS WAS NOT THE WORK INSPECTED MEI DID NOT MEET <br />lnspeclEd ln accordance with the requirements of the DStuOSPHO/ The requirements ot the PROJECT docrrments <br />PROJECT approved doorments.Samples taken: <br />\Albather: Cleaf lenp: 12 t <br />MATERIAL SAMPLING WASE WASNOTE N/AE <br />Perfomed in accordance with OSA/OSPHD/PROJECT approved docurnents. <br />Sign.ture of Special lnspedor <br />Maged Saad <br />Corporata <br />2992 E L. P.krE Ave. St6. A <br />Anaheim. CA 92806 <br />T6l: 714.632.299e <br />Fe\:71t6ts22974 <br />Obp.tcfi: 8{D.491 29$ <br />San Dicgofl mp.rial counly <br />6295 Ferris Squaro S16. C <br />San tl€!p, cA s2l2'l <br />Tol: 85E.537.38€ <br />Fax: 65E.537.3990 <br />Dispatc+r: 888.844.s{EO <br />lnl.nd Emrirc <br />1,1467 Merilian Pkt!ry.. Bldg 2A <br />Rivorsite. CA 92518 <br />Tel: 951.663.,(999 <br />Fax i 961 .63.4668 <br />Dbp.tch: 8m.i$1.29) <br />DSA,/CITY Fil€ * _ <br />DSA/OSHPO Appl. t <br />OSA,ILEA <br />' <br />- <br />lndio <br />,1.191 7 Golt C.nbr PkYay., ste.1 <br />lrdb. CA 9zz)l <br />lrl: 780.342 .$n <br />Fa\.7@ 3423525 <br />Oirp.bh: Eoo.,l()l.iAgO <br />DAILY INSPECTION <br />REPORT <br />certifcation #: lC <br />oare: O911212017PROJECT NAME AIdi MoT StoTe f 34 <br />TIME ARRIvED: 8:00 Al,rlME DEPARTEo: 3:00 PMARCHITECT: APD <br />LUNCH TIME -TRAVEL TIME;ENGINEER: B&B AssociateS <br />SUB CONTRACTORcoNrRAcroR: ED GRUSH <br />INSPECTION AODRESS AoDREss oF PRoJEcr: 283O S. Bristol St, Santa Ana, Ca <br />f] FIREPR@FING <br />E ANCHoR/Dov\rEL <br />E NDE FIELD <br />E NDE SHOP <br />O cErLrNG \MRE <br />EI <br />cltr <br />O BATCH PtAIiT <br />El PT coNcRETE <br />E sHorcRETE <br />E coNCRETE <br />Etr <br />O WELDING <br />E SHOP WELO <br />MASONRY <br />HIGH STRENGTH BOLTINGtro <br />TYPE OF INSPECTION <br />O BACK F|LL <br />ENGINEEREO FILL <br />FOUNDATION <br />SOIL REPORT Y E] N O sPECs: YE N fl <br />APPROVED SHOP ORAWNG Y E] N EDSA/OSHPD PROJECT <br />APPROVED DOCUMENTS <br />AVAILABLE APPROVED <br />PLANSY[INE <br />MATERIALS USED BY CONTRACTOR (I CLUDE R <br />EOEUIPTTENT USED BY @NTRACTOR: <br />woRK AREA Fin;t and foundation Floor <br />ESEARaH REPoRT No. o iAL TEST REPoRTS): NorrElwoil]ttt concrete, Hi-r36de Mix <br />PERcENT PRoJEcT COMPLETEREWORK AS PERCENT OF ALL WORK TODAY: 0% <br />cc Projed Arcfirteot <br />Strudt.ral Emine€r <br />DSA Region6l Ofic€ <br />SchoolOidrict <br />Cont-actor <br />Buildhg DeFrtmer{ <br />Own€r <br />Venlied <br />Print Na <br />lnspected the placement of 10 yard grout 2,500 PSl, ready mix f RS250G41 in the following locations: <br />Trash enclosure from level -1'4"to +2'{" level, <br />1 Pilasters On grid line F& 5.6 from level + 5'-d'to level+10'-2". <br />Grout was mechanically vibrated. <br />lnspected the laying up of 8" CMU wall in the following locations: <br />On grid line A between line 7 and 7.4 trom level 6'-8" To +10-8" level. <br />On grid line 7.4 between line A and A.8 from level 6'-8" To +10-8" level. <br />lnspected masonry unit for conformance to specification and Code. <br />tnspected masonry mortar for proper mixing and handling. <br />lnspected reinforcing steel for size, grade, type, lab splice, secured locations and clearance. <br />All above work is still in progress as per approved plans and code.