HomeMy WebLinkAboutX2019-1804 - MiscContinuous Inspection & Materials Testing
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1118jwctioll & restilig, 111C• 441 Commcrcial Way, La Habra, CA 90631-6165
(562)941-2990 - (714)526-5441
FAX (562)946-0026
FIELD DATA ON TEST SPECIMENS X2Ojq - B8oU
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--- ASTM C31, C138, C143, C172, C173, C231, C1064 ---
CONCRETE: X MORTAR: SHOTCRETE: CORES: GUNITE:
ADDRESS: 1628 SKYLARK, NEWPORT BEACH JOB #: DATE: 01/14/2019
JOB NAME: COPPOLA PERMIT #: X2018-3220 ISSUED BY:
ARCHITECT: ENGINEER: SHAWN NIKJOO
CONTRACTOR: MGS CONSTRUCTION SUB: A & B CONCRETE SERVICES
LOCATION IN STRUCTURE: SLAB - MIDDLE
TRACT: PHASE: LOT #:
CONCRETE SUPPLIER: BENDER RDY MX PLANT: MIX #: 71/2 -1
TYPE OF CEMENT: V ADMIXTURE: TICKET #: SAI 7279
SLUMP: 0.00 in. WATER ADDED: 0 gal. AIR TEMP: 0 F
CONCRETE TEMP: MIXING TIME: TIME CAST: 07:45
DATE CAST: 12/10/2018 RECEIVED AT LAB: 12/19/2018
SPECIMENS MADE BY: KELLY LUIZ SPECIFIED PSI @ 28 Days: 4500
LAB #: 131536 CLIENT: RICHARD LUIZ
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
1785740
1785741
1785742
AGE DAYS:
28
28
28
DATE TEST:
01/07/2019
01/07/2019
01/07/2019
SIZE (in.): Height X Diameter
8.000 X 4.000
8.000 X 4.000
8.000 X 4.000
AREA (in.A):
12.57
12.57
12.57
CRUSH LOAD (lbs.):
58930
58210
58600
COMPRESSIVE STRENGTH (psi.):
4690
4630
4660
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
III
III
III
C.T.M. USED:
Forney96
Forney96
Forney96
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 test results are from samples cast by inspectors
or technicians not employed by our firm. They were
either delivered to our laboratory or picked up by our
driver. We will accept no responsibility for the inspection
made on the jobsite by the inspector, furthermore we
do not take responsibility for any information on this
report other than the strength as tested and reported.
RESPECTFULLY SUBMITTED
SOUTHWEST INSPECTION AND TESTING
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ASTM C39 BREAKS: 1=CONE - ll=CONE AND SPLIT - III=COLUMNAR - IV --SHEAR - V --SIDE FRACTURES - VI=POINTED
Project Name & Address
Inspection Type(s)
Inspection Date(s)
Inspection
List Tests Made:
Report of Special Inspection
la- /h -/
including Locatins:
Total Inspection Time Each Day:
Date /"-/U-
HoursHours
[ ] Periodic [ Y, ] Continuous
List Items Requiring Correction, include uncorrected items previously listed
Comments:
To the best of my knowledge, the work inspected was in accordance with the Building Department
approved design drawings, specifications and applicable workmanship provisions of the U.B.C.
except as noted above. l
Signed: �� (i c �"L� , Date 1.2 !O J 1f
1 1l
Print Full Name: 1'izbi W' Registration No. X11" ' - CONCR_TE
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