HomeMy WebLinkAboutSW130132_Gunite reportConflneoos fnepectime & Malcrlafn 'fasliny
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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.
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•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