HomeMy WebLinkAboutS2019-0064 - MiscS
,20119 -006y
SOUTHWEST
�a^�9 ,7oatfn,u:. lnspectt� : 8, !K¢re rir t : szimg
P3 T T
III SJ)Ccti oll C, I'esIII)g, III1% 441 G,maic<c(al 4ay, La CA 1)0631-6168
(564941-2990 (1-4)520-8441
FAX (5(i2)910 f,0z6
FIELD DATA ON TEST SPECIMENS
1831938
--- ASTM C31,
0138, C143, C172, C173, C231,
C1064 ---
CONCRETE: MORTAR:
SHOTCRETE: X CORES:
GUNITE:
ADDRESS: 1918 SEADRIFT DR, CORONA DEL MAR JOS #:
DATE: 06/1812019
JOS NAME: DAVIS
PERMIT #: S2019-0064
ISSUED BY:
ARCHITECT:
ENGINEER: THOMPSON
SIZE (in.): Height X Diameter
CONTRACTOR: PACIFIC PARADISE
SUE: WEST COAST SHOTCRETE
8.000 X4.003
LOCATION IN STRUCTURE: WALL OF SPA
AREA (in.A2):
TRACT:
PHASE:
LOT #:
CONCRETE SUPPLIER: GARY BALE
PLANT:
MIX #: 7.5-1
TYPE OF CEMENT: V
ADMIXTURE:
TICKET #: 293362
SLUMP: 0.00 in.
WATER ADDED: 0 gal.
AIR TEMP: 0 F
CONCRETE TEMP: 0 F
MIXING TIME: 0 min.
TIME CAST: 08:25
DATE CAST: 05/21/2019
RECEIVED AT LAB: 06/10/2019
SPECIMENS MADE BY: ERIC
SPECIFIED PSI @ 28 Days: 4500
LAB #: 143112
CLIENT: RICHARD LUIZ
TESTING INFORMATION:
CORRECTED STRENGTH (psi.):
SAMPLE IDENTIFICATION:
1831938
1831939
1831940
AGE DAYS:
28
28
28
DATE TEST:
06118/2019
06/1812019
06/18/2019
SIZE (in.): Height X Diameter
8.000 X 4.003
8.000 X 4.003
8.000 X4.003
AREA (in.A2):
12.59
12.59
12.59
CRUSH LOAD (lbs.):
69630
70250
71520
COMPRESSIVE STRENGTH (psi.):
5530
15580
5680
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
IV
III
III
C.T.M. USED:
Forney%
Forney96
Forney96
REMARKS:
ASTM C39, C174, C192, C470, C617, C42
• . DOES NOTa O. 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 iobsite by the inspector, furthermore we,
do not take msponsibility, for any information on this
report other than the strength as tested and reported.
ASTM C39 BREAKS: =CONE - II=CONE AND SPLIT
RESPECTFULLY SUBMITTED
SOUTHWEST INSPECTION AND TESTING
ZAFARAHME2d1"
PRINCIPAL ENGINEER
111=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED
`'t ti -t _�.`Ty,F .. ,-....re2'.r. �''.¢y.'t�°�,,.S,�TJ �'.*.. •` �..;'�.r�1.4 -�
•r i. g`t., n�
RICHARD LUIZ
SG71 LOYOLA AVENUE
WESTMINSTER, CA 92683
Report of Special Inspection
ProieciName&Add ress ��evt5 j�il8 �ieaa�etF¢ f
• r su e A A
fermi[ Number '5 2019 -oo,6 y
I nspection Types; I ho+e-%eT e-
Inspecuonl7ate(s) �926-1W [ ]Periodic Commuous
List I esis Mad4. CGdM JreSSiG�--s<e5-I'IenD/es 4-4ICe,t,1 r�r'c� f IV
Total Inspection "Time Each Day:
ist iter, s Requiring Correction, include uncorrected items previously listed
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.
acept as noted above.
Signed: Date-�1'l"C
Prini Fu II Name: 1- ,'c �CI1,, Registration No. 161-:H.*23g7e77