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t .-.. 7\ r- 7'.rt r rr r,-r.t r.\,.r-r .^. -^. .^. .a. .L .^. .^. .4. .a. .4. ^4. ^^. ^^. .^. .^.SU U'l'tlW.UjS'l' v v v v v v v v v v .r7 v't7 v v <br />IrrsJrt,< tiorr & 'l t.stirrq. Int <br />Co ni t tr tou s I n s pe c t i o n an /t.rr crirri-s 7i,si inq <br />lt I Commcrciol !va-!-. La Hubra. CA 90631 -6168 <br />1562)r).11,299O (7r4)526,44+l <br />FAX (5 62 )9-1{r OO26 <br />FIELD DATA ON TEST SPECIMENS <br />--- ASTM C31, C138, C143, C172, C173, C231, C1064 ---CONCRETE: MORTAR: SHOTCRETE: X CORES: GUNITE: <br />ADDRESS: 2202 N. FLOWER ST. SANTA ANA JOB #: DATE: 08/20/2018 <br />JOB NAME: QUITRAL PERMIT#: 10196874 ISSUED BY:ARCHITECT: ENGINEER: THOMPSON <br />CONTRACTOR: SPLASH POOLS SUB: GOLD COASTSHOTCRETE <br />LOCATION lN STRUCTURE: BorroM oF PooL <br />TRACT:PHASE:LOT #: <br />CONCRETE SUPPLIER: NATIONAL RDY MX PLANT: <br />TYPE OF CEMENT: V ADMIXTURE: <br />SLUMP: 0.00 in. WATER ADDED: 0 gal <br />CONCRETE TEMP: MIXING TIME: <br />MIX#:7 112 - 1 <br />TICKET #: 291661 <br />AIR TEMP: 0 F <br />TIME CAST: 08:10 <br />DATE CAST: 0711912018 RECEIVED AT LAB: O8l1Ot2O18 <br />SPECIMENS MADE BY: RICHARD LUIZ SPECIFIED PSI @ 28 Days:4500 <br />LAB #: 123018 CLIENT: RICHARD LUIZ <br />TESTING INFORMATION: <br />SAMPLE IDENTIFICATION:17 52560 1752561 17 52562 <br />AGE DAYS:28 28 28 <br />OATE TEST:08116120't8 08t16t2018 0811612018 <br />SIZE (in ): Height X Diameter 8.000 x 4 000 8.000 x 4.000 8.000 x 4.000 <br />AREA (in.A1:12.57 12.57 <br />CRUSH LOAD (lbs.):71024 69541 74550 <br />COMPRESSIVE STRENGTH (psi.)5650 s530 5930 <br />HEIGHT.DIAMETER RATIO: <br />CORRECTION FACTOR: <br />coRRECTED STRENGTH (psi.): <br />BREAK TYPE:t <br />C.T.M. USED:Fomey96 Forney96 Forney96 <br />I <br />I <br />REMARKS <br />ASTM C39, C174, C192, C470, <br />DOES NOT COMPLY: <br />c617, C42 <br />FOR INFORMATION:COMPLIES: X <br />THIS REPORT SHALL NOT BE REPROOUCED, EXCEPT IN FULL. WITHOUT THE APPROVAL OF SOUTHWEST INSPECTION AND IESTING. INC <br />SAMPLES CAST BY OTHERS RESPECTFULLY SUBMITTED <br />SOUTHWEST INSPECTION AND TESTINGI{OTICE:These test resulls are fiom samples casl by rnspectors <br />or technicjans nol employed by our firn. They e/ere <br />eilher delivered to ou.laboratory or picled up by our <br />driver. We will acc€pl no responsibility fo. the inspection <br />made on lhejobsile by the inspeclor, furthermore we <br />do not lake responsibility for any information on this <br />report other than the strength as tested ard reported. <br />ASTM C39 BREAKS: I=CONE - ll=CONE AND SPLIT - <br />ERRO <br />LAB. M <br />II|=COLUMNAR - IV=SHEAR - V=SIDE F URES - VI=POINTED <br />l <br />\