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ProjectAddress
Permit Number.
Inspection Typo
Inspection Date
CITY OF "ORS' RtACH %a
Co)iO i'TYDEVEL,OP'VMNTDEP�RTTVlENT
100 Civic Center QrivB 1 P Q g G D $�eON
wwv✓.newoortbe-chca on" I g4wport Beach, CA 9265'8 S Z 16 - 0156
----- " 1( 9) 644.3200
SPECta1INSPE TI?NREPoRT �15�1q 13r'gh¢vn l
_S�dGG.rras
eA a,tP re--jCr` 5 2e
( )Periodic Oil Continuous
To the hest of my knowledge, the
specifications and work inspected was in accordance with the auildin D!,"Jon PPlighleworkmanshippmvisions o; the U.S.C, exce
-------------- _. IrzsPector Ce.��...::_. Pt as noted above. ry�s�on approved design drawings,
peaat
,n -Print Full Name- /7
Newpprt Beach Registi
b S. ae,
,
�1{r- �%� GI5�1 � 5�01� 0!56
q®�.l A 1 Continuous or t ghfon R�.
I f Ill ti1)CC (tUll c` -j S � � ® t P n ,Ss.'"'criafs Tasting
Inc.
441 Commercial Way, La Aab C: 9p631_
(562)941-2990 6168
FIELD DATA ON TEST SP t�a4)52
FAX (' 6-8441
62)946-0020
_ _ ECIMENS
CONCRETE: X - ASTM C31, C138, C143,
ADDRESS: 4549 BRIGHTON RMORTAR: CTE. C173, C231, C1064 -__
SHOTCREE:
JOB NAME: BELL RESIDENCE C. DEL MAR CORES: GUNITE:
ARCHITECT: JOB #:
CONT MIDI A�/ SCHULTZ PERMIT #: S2016-0156 DATE: 10/03/2017
RACTOR: CONTEMPORARY POOLS ENGINEER: ISSUED BY: NEWPORT BCH
LOGATION IN STRUCTURE: SPA SUB:
TRACT:
CONCRETE SUPPLIER: FARINO RDY MX
TYPE OF CEMENT: I1 / V
SLUMP: 5.00 in.
CONCRETE TEMP; 97 F
DATE CAST: 09/05/2017
SPECIMENS MADE BY; BRADLEY JONES
LAB #: 100533
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
AGE DAYS:
876778
DATE TEST.
7
SIZE (in.): Height X Diameter
0911212017
AREA (in.P):
8-000 X 4.007
CRUSH LOAp12.61
(lbs:):
COMPRESSIVE STRENGTH (psi.);
43815
3470
HEIGHT -DIAMETER RATIO;
CORRECTION FACTOR:
CORRECTEDSTRENGTH
�— (psi.):
BREAK TYPE:
C_T.M. USEp:
III
REMARKS:
PHASE:
PLANT:LAKE FOREST LOT #t
ADMIXTURE:
MIX #:
WATER ADDED: 0 gal, TICKET M 8042
MIXING TIME: 38min. AIR TEMP: 75 F
TIME CAST: 01:30
RECEIVED AT LAB: 09!11/2017
SPECIFIED PSI @ yg Days: 4500
CLIENT: BRADLEY JONES INSPECTION
876779 876780
28 876781
28
10/03/2017 28
10103!2017
8.000 X 4.007 10/03/2017
8.000 X 4:008 8.000 X 4.007
12.61 12.62
64620 3 12-61
6582
5120 5040 62580
4960
COMPLIES:( ASTM C39 0174
Cy. C470, C617,
DOES NOT COMPLY: 742
THIS REPORT SHALL NOT BEFOR INFORMATION:
REPRODUCED, EXCEPT IN FULL, WITHOUT THE APPROVAL OF SOUTHWEST INSPECTION AND TESTING, INC -
SAMPLES CAST BYOTHERS:
NOTICE:These test results are from samples cast 6y inspectors RESPECTFU
or technicians not employed by our firm.They Were
either delivered to our laboratory or picked up by...
driver. We Will accept no responsibility for the inspection
madeon the site by the inspector, furthermore We
do not take responsibility for any into on this
report other than the strength as tested and reported.
ASTM C39 BREAKS: f=CONE - It= CONE AND SPLIT
SOUTHWESLLY
T INS PECTI N AND TESTING
ERROLASAYAS��rC`~�
LAB. MANAGER
III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED