HomeMy WebLinkAboutS2020-0130 - Misc (4)City of Newport Beach Special Inspector Manual
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CITY OF NEWPORT BEACH
- COADJUNITY DEVELOPMENT DEPARTMENT
S � BUILDING DIWSION
100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92658
www.newoortheachca.gov ((949) 644-3200
SPECIAL INSPECTION REPORT
Project AddresmJ t I Vr r{
Permit Number._ ZOzo—
rn hem
Inspection Type (s): 5 NQtOM&
Inspection Date (s): 1/- 30-zozo ( ) Periodic (Xk Continuous
Describe Inspection, Including Lootionts):
v 1 a 8Nt
g000 PS/ S kdfr, % GO
UstT1es'ts Made:
AT ' Yl 9
i
Total InspectionTare Each Day:
Date (I-iO2ryOL0
Hours: a
List All items Requiring correction (include Previously Listed Uncorrected Items):
To est of m�r knowlehdge, the work inspected was in accordance with the Building Division approved design drawings,
spe . bons an aaolica Ie workmansNo provisions ofthe UB.0 except as noted above
5 dal Inspector signature:
Date:
lr
0-�la"ZG2�'
Print Full N
Newport Beach Registration No.:
Eric Luiz
NB-0674
M.
OUTHWEST �wrsIVlw����MV'w'w��Vr
]I75pCCtIDSI Testvlg, inc. 441 Commercial Way, La Habra, CA 90631-6168
(562)941-2990 - (714)526-8441
FAX (562)946-0026
FIELD DATA ON TEST SPECIMENS M d 6Y he-'
ASTM C31, C138, C143, C172, C173, C231, C1064
CONCRETE: MORTAR:
SHOTCRETE: X CORES: GUNITE:
ADDRESS: 11 TORREY PINES, NEWPORT BCH JOB #: DATE: 11/30/2020
JOB NAME: MOOREHEAD
PERMIT #: S2020-0130 ISSUED BY:
ARCHITECT:
ENGINEER: LACHER ENGINEERING
CONTRACTOR: PACIFIC PARADISE POOLS
SUB: TRI-FORCE SHOTCRETE
LOCATION IN STRUCTURE: ( PANEL )
TRACT:
PHASE: LOT #:
CONCRETE SUPPLIER: BENDER RDY MX
PLANT: MIX #: 7 112 - 1
TYPE OF CEMENT: V
ADMIXTURE: TICKET #: SA47163
SLUMP: 0.00 in.
WATER ADDED: 0 gal. AIR TEMP: 0 F
CONCRETE TEMP: 0 F
MIXING TIME: 0 min. TIME CAST: 10:21
DATE CAST: 10/30/2020
RECEIVED AT LAB: 11/09/2020
SPECIMENS MADE BY: ERIC LUIZ
SPECIFIED PSI @ 28 Days: 4500
LAB #: 172810
CLIENT: RICHARD LUIZ
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
2135173
2135174
2135175
AGE DAYS:
28
28
28
DATE TEST:
11 /27/2020
11127/2020
11/27/2020
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 (Ibs.):
58360
64990
61940
COMPRESSIVE STRENGTH (psi.):
4640
5170
14930
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
III
VI
III
C.T.M. USED:
BK
BK
BK
REMARKS:
ASTM C39, C174, C192, 0470, 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: RESPECTFULLY SUBMITTED
NOTICE:These test results are from samples cast by inspectors SOUTHWEST INSPECTION AND TESTING
or technicians not employed by our Imn. They were
either delivered to our laboratory or picked up by our
driver. We will accept no responsibility for the inspection
made on the jobslte by the inspector, furthermore we ZAFAR ARMED
do not take responsibility for any Information on this PRINCIPAL ENGINEER
report other than the strength as tested and reported_
ASTM C39 BREAKS: I=CONE - II=CONE AND SPLIT - III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED
,COAST GEOTECjMCj;L jNC
�ommonw eakh Aye., Fullerton, CA 92833 . oti_ n,., e-
1222
I)aiIY Observation Report
INV.
HRS.
W.O.
Date
Name
Client 11 CGn R c kI
Address CLCZe Pii�C s tii�
❑ Footings ❑ Key Way ❑ Grading
Test Elev.
No. Location or
Depth
❑ Swim Pool ❑ Trench ❑ Other
Moisture
Content
14.5
Dry
%
Density
Relative
Test Soil
p.c.f.
Compaction
Type Type
r
SZe n-)V[� ems.
i — I
Job Progress and Activity:
c
1f1t 7r) 4 M PC 5u?3 Iz vb>-
Comments:
�7 Acceptable ❑ Unacceptable Page of
Received By: By: