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so cAL IJVSPEC?IOJVS, INC. <br />3783 Sierra Ave . Norco, CA 92860-1338 <br />Phone (951) 2O3-97O1 <br />Fax 162619t7-8739 <br />Email: Inf(@SoCalinepectionsinc.com <br />AWS/CWr- ICBO/rCC <br />ALL CITIES & JURISDICTIONS <br />]NSPECTION & MATERI.AL TESTING <br />REGISTERED INSPECTOR'S DAILY REPORT <br />tr <br />trtr <br />Reinforced Concrete <br />Post Tensioned Concrete <br />Structural Masonry <br />E Structural Steel Assembly <br />E Fireproofing <br />E asorrat <br />E Quality control <br />! Epoxy Anchors <br />E otner <br />TYPE OF . <br />INSPECTION <br />REOUIRED <br />ctty <br />Santa Ana4518 Westminster Ave <br />10197769 Santa AnaCalifornia Japanese Auto Service <br />Slab <br />Sal Fateen <br />I&.d.| O..cnpiion llyp., grd., $urc!) <br />Airdraulics' Seanna Widiaia <br />LOCATIONS OF WORK INSPECTEO, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, <br />REMARKS, ETC, INCLUOES INFORMATION ABOUT AMOUTTS OF MATERIAL PTACEO ORWORK PERFORMED, <br />NUMBER, TYPE AND IDENTIFICATION NUMBERS OF SAMPLES TAKEN. STRUCTURAL CONNECTIONS (WELD <br />MADE H.T. BOLTS TOROUED) CHECKEO. ETC. <br />INEPECTION gU iTARY . <br />Observed pour of 4000 psi concrete 17 yards delivered by Associated for slab lor car lift foundation <br />4 4x8 samples obtained from truck chute. Concrete producl code is 17546 and ticket 45035886 <br />SAMPLES <br />ttoRTAR ELOCX PPIS us OENAlTYCONCRETE <br />i 4YA <br />PAGE OF <br />CERTIFICATION OF CoMPLIANCE: To tho b€at of my knowl€dgo, all of the roported work, <br />unl€sa oth6nvi96 not6d, i6 in conformenca with lhe epprovcd plens, sp€cifcgtions, end <br />6€c1ion6 of th€ govsmino buildlng laws <br />TIME IN IIME OUT REG HOURS oTr5x <br />I 4 <br />PROJECT NTENDENT <br />BY <br />8897940 <br />oT 2X