Laserfiche WebLink
ilITG <br />Co,porala <br />2S2 E La PalnE Avo. St6. A <br />Anaheim, CA 92@6 <br />Tel:714.632-2999 <br />Faxt 714.632.2974 <br />oispatch: 8@.491.2990 <br />San OicgoilnEE ial Coudy <br />6295 F6ris Square $e. C <br />Sen O.go, CA 92121 <br />Telr 858.537.3999 <br />Far: &56.537.3990 <br />Oispdldl: E68-6,{4.50@ <br />lnl.rtd Emtire <br />1/1467 Moridbn Pkv/y.. Btdg 2A <br />Rivorside. CA 92518 <br />Tel: 951.653.4993 <br />Fax: 951 .853.,1666 <br />Dbpetch: 800.491.2990 <br />rl49l 7 Gol, Csnbr Pl(wy.. Ste. I <br />lndlo. CA 9220 tf.t 760312!6n <br />F.x:760.342.4525 <br />DisFbn: 8o0.a9l .2990 <br />Speoal lnEpecton Repoals must b€ dlsfihrted to <br />Sepalate reports shall be prepared tor eaci type <br />o," part*s lbrEd b€b* wrihn 14 da* or rhe r*ectffr R"po.ts ct non compr.nr coodiions n',uc be d*trrbuled imr*d.Eryor speoa, rnspedon on a da y ba6s. Ea.i Epo.t shal b.;;d.rJ;; "je;; titij" "ilijii,iio. *,o.n p u. <br />lnspected in accordance with the requirements otthe DSA,/OSpHD/ <br />PROJECT approved doc{,ments. <br />MATERIAL SAMPLING WASD WASNOTE N/AE <br />Performed in accordance with OS OSpHD/pROJECT approved docurnents. <br />DAILYINSPECTION DsA/crryFire._ <br />REPORT DsAr'osHpD Appr t <br />OSA/LEA ' <br />- <br />THE WORK INSPECTED MEI DID NOT MEEI <br />The requirements ofthe PROJECT do€uments <br />Samples taken: <br />Weather.Clear fenp: 77 t <br />MTGL PRoJECTI: !003A19 <br />pemn r 10191322-17509 <br />Report t 2 PaOo 1 of 1 <br />THE WORK WAS WAS NOT <br />Proiecl Archttecl <br />Struclural Engineer <br />DSA Regional Office <br />School Distict <br />Contrador <br />Building DeFrbnent <br />Signature of Spedal tnspector <br />Maged Saad <br />PROJECT NAME] AIdi Mor Store # 34 oare: 09/06/2017 <br />ARcHITEcT: APD TIME ARRIVED, 7;OO AM TIME DEPARTED: 3:OO PM <br />ENGINEER: B&B Associates TRAVEL TIME:LUNCH TIME: - <br />CoNTRACToR: ED GRUSH SUB CONTRACTOR <br />INSPECTION ADDRESS ADDRESS oF PROJECT:2830 S. B ristol St, Santa Ana, CA <br />OF INS <br />BACK FILL <br />O ENGINEERED FILL <br />E FoUNDATToN <br />H PLANT <br />PT CONCRETE <br />E SHoTCRETE <br />CONCRETE <br />RY <br />SHOP WELD <br />E H|GH STRENGTH BoLTING <br />E wElorNG <br />FI <br />ANC H OR/DOV\./E L <br />NDE FIELD <br />NDE SHOP <br />CEILING VT,IR E <br />E EPoxYtr_ <br />APPROVED DOCUMENTS <br />ostuosH ROJECT <br />NPLANS Y <br />SOIL EPORT Y N <br />NE] <br />SPECS:Y N <br />APPROVED SHOP ORAWNG Y <br />EOEUIPMENT USEO BY CONTRACTOR <br />t /oRKAREA: Foundation Floor <br />TEST RE NorrEl , Hi-Grade Mix <br />MATERIALS USED BY coNTRACTOR (l NCLUOE RESEARC H REPORT NO. OR MATE <br />new concrete ramps in the following locations: <br />External ramp 4" thick slab between lines 5 & 5.S. <br />Observed holes dia. & depth and observed cleaning of all holes with a wire brush and compressed air prior <br />to placing Epoxy. <br />Epory Set-XP was used expire date OS/2019. <br />contractor followed the manufacture instruction for installation as well as EsR-250g <br />All above work was completed as per approved plans "detail 82 on sheet # s-301,, and code. <br />Observed epoxy for installation of 7 Horizontal d owels fo r connection between existing Concrete Slab and <br />EWOR KR PAS RE ENTc OF ALL KWOR oT YDA lvo PERCENT PROJECT CO[ilPLETE: <br />Certrfca <br />Prinl Name