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HomeMy WebLinkAboutSW130132_Gunite reportConflneoos fnepectime & Malcrlafn 'fasliny SOUTHWEST ������►������►��� Inspection & Testing, Inc. 441 commercial Way, be Habra, CA 90631-616N (562(941-2990 (714(526-8441 FAX (5621946-0026 FIELD DATA ON TEST SPECIMENS ASTM C31, C138, C143, C172, C173, C231, C1064 --- CONCRETE: MORTAR: SHOTCRETE: CORES: X GUNITE: ADDRESS: 29 AVALON VISTA, NEWPORT COAST JOB #: DATE: 04/2812014 JOB NAME: MOSHAYEDI RESIDENCE PERMIT #: SW0130132 ISSUED BY: ORANGE CO ARCHITECT: ENGINEER: POOL ENGINEERING INC. CONTRACTOR: ELITE POOLS & SPAS SUB: D.J. GUNITE INC. LOCATION IN STRUCTURE: ( PANEL) POOL & SPA TRACT: PHASE: LOT #: CONCRETE SUPPLIER: D.J. GUNITE INC. PLANT: ON SITE MIX #: TYPE OF CEMENT: II / V ADMIXTURE: TICKET #: SLUMP: 0.00 in. WATER ADDED: 0 gal. AIR TEMP: 0 F CONCRETE TEMP: 0 F MIXING TIME: 0 min. TIME CAST: 10:00 DATE CAST: 03/21/2014 RECEIVED AT LAB: 04/03/2014 SPECIMENS MADE BY: J. BROWN SPECIFIED PSI @ 28 Days: 4500 LAB #: 43673 CLIENT: ED SAHDALAS SPECIAL INSP. utcnou Arin W •SAMPLE IDENTIFICATION: - 156864 ISN65 156866 AGE DAYS: 28 28 28 DATE TEST: 04/18/2014 04118/2014 04/1812014 SIZE (in.): Height X Diameter 8.000 X 4.000 8.000 X 4.000 8.000 X 4.000 AREA (in.k): 12.57 12.57 12.57 CRUSH LOAD (lbs.): 58410 59490 60340 COMPRESSIVE STRENGTH (psi.): 4650 4730 48DO HEIGHT -DIAMETER RATIO: CORRECTION FACTOR: CORRECTED STRENGTH (psi.): BREAK TYPE: V III III C.T.M. USED: BK BK BK REMARKS: ASTM C39, C174, C192, C470, C617, C42 COMPLIES: X DOES NOT COMPLY: FOR INFORMATION: THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT THE APPROVAL OF SOUTHWEST INSPECTION AND TESTING, INC. SAMPLES CAST BY OTHERS: NOTICE:These leM results are from samples cast by inspectors or tednNciens not employed Wax firm. They were either delivered to our laboratory a Wad up by our driver. We will accept no responsibility (a the knspectlon made on the lobege W the inspector, furthermore we do not take responsibi ity for any Information on this repot othror than the strength as tested and regaled. ASTM C39 BREAKS: i=GONE - U--CONE AND SPLIT RESPECTFULLY SUBMITTED SOUTHWEST INSPECTION AND TESTING ERROL LAB. MA 111=COLUMNAR - IV=SHEAR - V=SIDE F URES - VI=POINTED