HomeMy WebLinkAboutS2019-0062 - MiscSOI�7TI��IVST �►--®ss��
IIISt)ect10D & Testlrlh, Inc. 441 Commercial Wa La
Way, Habra, CA 90631-6 168
(562)941-2990 . (714)526-8441
FAX (562)946-0D26
FIELD DATA ON TEST SPECIMENS
- ASTM C31, C138, C143, C172, 0173, C231, C1064 -15 Deertvood Ln
CONCRETE: MORTAR: SHOTCRETE: X CORES: GUNITE:
ADDRESS: 15 DEERWOOD LN, NEWPORT BEACH JOB #: DATE: 07/08/2019
JOB NAME: DEERWOOD PERMIT M S2019-0062 ISSUED BY: NEWPORT BEACH
ARCHITECT: ENGINEER: LACHER ENGINEERING
CONTRACTOR: SCHWARZ.POOLS SUB: WEST COAST SHOTCRETE
LOCATION 1N STRUCTURE: FLOOR OF POOL
TRACT: PHASE: LOT #:
CONCRETE SUPPLIER: GARY BALE PLANT. MIX #: 7 5-1
TYPE OF CEMENT: V ADMIXTURE: TICKET #: 293698
SLUMP: 0.00 in. WATER ADDED: 0 gal. AIR TEMP: 0 F
CONCRETE TEMP: 0 F MIXING TIME: 0 min. TIME CAST: 08:50
DATE CAST:: 06/03/2019 RECEIVED AT LAB: 07/05/2019
SPECIMENS MADE BY: ERIC ----SPECIFIED PSI @ 28 Days: 4500
' I-1 1 CLIENT: RICHARD LUIZ
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
1838g/27
838063 1838064
AGE DAYS:
28+8+
28+
DATE TEST:
07/0/08!2019
07!0812019
SIZE (in ): Height X Diameter
8.000.000
X 4.000 8.000 X 4:000
AREA (In.A'):
12.572.57
CRUSH LOAD (lbs.);
60841220
61530
COMPRESSIVE STRENGTH (psi.):
4840
4870 4890
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
II
II II
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 ourfirm. 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
ZAFAR AHMM
PRINCIPAL ENGINEER
ASTM C39 BREAKS: 1=CONE ll=CONE AND SPLIT - III=COLUMNAR - IV=SHEAR V=SIDE FRACTURES - VI=POINTED
sy-
RICHARD LUIZ
5071 LOYOLA AVENUE
WESTMINSTER, CA 92683
Report of Special Inspection
Proiect name & Address /Cerwvoot Res
Inspection Type(s)
Inspection Date(s)
J Periodic [IrXX) Continuous
Listests M�de:—rYrlDie�l ljk f"CSf 5EVIlef fnken j6YOha Phar
Total Inspection 'rime Each Day:
LIP. 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.
Signed: �� WO/ Date V/—
Print
/—
Print Full Name: —F (l.�iz Registration No., 16C $23y797.
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