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Ins >c<1io❑ Testinh, Inc.
441 Commcrc ierl Wav L- Flab
a ra,CA'
7-6168
(5621941-2990 -(71})526-8441
FIELD DATA ON TEST SPECIMENS FAX (562)946-0026
5900.0037
--- ASTM C31, C138, C143, C172, C173, C231, C1064 q Ca5¢a(Qay5 n
CONCRETE: MORTAR
ADDRESS: 9 CASTAWAYS LANE, NEWPORT BEACH JOB # X CORES:
GUNITE:
JOB NAME: DAMRON
ARCHITECT: PERMIT #: 82019-0037 DATE: 04/24/2019
CONTRACTOR: RICK DORN ENGINEER: LACHER ENGINEERING
ED BY.
LOCATION IN STRUCTURE: BOTTOM OF POOL SUB: DOMINGUEZ PUMPING
TRACT:
CONCRETE SUPPLIER: GARY BALE
TYPE OF CEMENT: V
SLUMP: 0.00 in.
CONCRETE TEMP:
DATE CAST: 03/21/2019
SPECIMENS MADE BY: RICHARD LUIZ
------------
LAB M 139082
PHASE:
PLANT:
ADMIXTURE:
WATER ADDED: 0 gal.
MIXING TIME:
LOT #:
MIX #: 7 1/2-1
TICKET #: 289299
AIR TEMP: 0 F
TIME CAST: 09:00
RECEIVED AT LAB: 04 019
SPECIFIED PSI @ 28 Days: 4500
CLIENT: RICHARD LUIZ
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
AGE DAYS:
1815725
1815726
DATE TEST:
28
28
SIZE (in.): Height X Diameter
04/18/2019
04/18/2019
AREA (in.P):
8.000 X 4.000
8.000 X 4.000
CRUSH LOAD (lbs.):
12.57
1775
COMPRESSIVE STRENGTH (psl )
67300
5350
6775 0
HEIGHT -DIAMETER RATIO:
5390
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
C.T.M. USED:
III
IV
REMARKS:
1815727
28
04/18/2019
8.000 �X4 000
- --7
12.57
67999`—
541— 0
COMPLIES: X
ASTM C39, C174, C192, C47Q, C617, C42
DOES NOT COMPLY:
THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT THE APPROVAL OF SOUTHWEST DRINFORMATION:
NIDSTING. INr`
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.
ASTM C39 BREAKS: 1=CONE - 1I=CONE AND SPLIT -
RESPECTFULLY SUBMITTED
SOUTHWEST INSPECTION AND TESTING
ZAFAR AHM - &"
PRINCIPAL ENGINEER
III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED
City of Newpor Beach Special Inspector Manual
.
4e -
CITY OF NEWPORT
EACH
COMMUi..Ty �EVELc`3PY&NT D �AItTNiENT
n/r%FYtt��l 100 Civic Centerprive�p D � �IO1\
umr , Or'" I r i' 0. BOX 1768) Newport Beach, CA 9265B
aav) (gig) 644_3200
/ SPECIAL INSPECTION REPORT
Project Address:_ 1��i'y
Permit Number:
Inspection Type (s):
lnsoection Date
Date:
Hours:
9 Cas>La ZI q Zn
-0037
- — _
( 1 Periodic VKContinuous
67
320N-0837
R 625�gwaps L.n
CHRISTOPHER JEAN & ASSOCIATE 191/135
aCollsTICAL CONSULTING SI:Rv, S, INC.
rCi;S
June 19, 2019
Business License: #B•f30044674
MR. GREGORIO GONZALEZ
CITRUS LANDSCAPE
31152 Holly Drive
Laguna Beach, California 92651
SUBJECT:
Dear Mr. Gonzalez:
We are pleased to inform you that the pool
North in the City equipment installation located at 9 Castaways
n ecessary. Newport Beach complies with the City's 55 dBA noise limit. No additional
noise mitigation is n
The installation was measured on Wednesday, June 19, 2019, using a Larson Davis
Model 700 Type 2 Sound Level Meter. The instal
laCion was observed to consist of a single
Pentair Intelliflo pump, a single Pentair Whis erflo
located in a side yard setback. The measurement Microphone Pump t asp aced Justtbeyond heater,
ettop off
the nearest property line wall directly opposite the pool equipment. The measurement reported a
level of 54 dBA for both pumps and the heater unit operating simultaneously. complies with the City's 55 dBA noise limit.
Y• This level
Thank you, and if there are any questions, please do not hesitate to call.
P epaTO by.
Christopher .lean
Presidcnr
P. O. BOX 2325 • FULLERTON, CALIFORNIA 9 92837
PHONE: 714-805-0115