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S2019-0155
1815 Pori Ashley PI
19/102
CHRISTOPHER JEAN & ASSOCIATES, INC.
ACOUSTICAL. CONSULTING SERVICES
June 3, 2019
MR. BRET STEELE
STEELE POOLS
4921 East Leeds Avenue
Orange, California 92867
Business License: #BT30044674
SUBJECT: RESULTS OF ACOUSTICAL CERTIFICATION MEASUREMENT
FOR 1845 PORT ASHLEY PLACE -- CITY OF NEWPORT BEACI I
Dear Mr. Steele:
We are pleased to inform you that the pool equipment installation located at 1845 Port
Ashley Place in the City of Newport Beach complies with the City's 55 dBA noise limit. No
additional noise mitigation is necessary.
The installation was measured on Monday, June 3, 2019, using a Larson Davis Model
700 Type 2 Sound Level Meter. The installation was observed to consist of a single Pentair
Intelliflo pump and a MasterTemp 400 heater. 'rhe measurement microphone was placed ,just
beyond the top of the nearest property line wood fence directly opposite the pool equipment. The
measurement reported a level of 53 dBA for the pump and heater unit operating simultaneously.
This level complies with the City's 55 dBA noise limit.
Thank you, and if there are any questions, please do not hesitate to call.
Prepar�d,by:
Christopher Jean
President
P. O. BOX 2325 • FULLERTON, CALIFORNIA • 92837
PHONE: 714-805-0115
ENTIFICATION:
Continuous Inspection n; Materials Testing
SOUTHWEST
'I'estilig,
1765016
II1spection til. 1110.
441 Commercial Way, La 11abra, CA 90631-6168
7
5
( 6..)941-2940 - (714)526-8441
28
FAX (562)946-0026
:
FIELD DATA ON TEST SPECIMENS
ASTM C31,
C138, C143, C172, C173, C231, C1064 ---
CONCRETE: MORTAR: SHOTCRETE: X CORES: GUNITE:
ADDRESS: NO INFORMATION
JOB #: DATE: 10/22/2018
JOB NAME: GORDON
PERMIT #: S2018-0155 ISSUED BY:
ARCHITECT:
ENGINEER: POOL ENGINEERING INC.
CONTRACTOR: STEELE
SUB: TRIFORCE SHOTCRETE
LOCATION IN STRUCTURE: SPA
12.57
TRACT:
PHASE: LOT #:
CONCRETE SUPPLIER: GARY BALE
PLANT: IRVINE MIX #:.453/8SC
TYPE OF CEMENT: II / V
ADMIXTURE: TICKET #: 280541
SLUMP: 2.00 in.
WATER ADDED. 0 gal. AIR TEMP: 67 F
CONCRETE TEMP: 81 F
MIXING TIME: 30 min. TIME CAST: 08:11
DATE CAST: 09/24/2018
RECEIVED AT LAB: 09/26/2018
SPECIMENS MADE BY: KIMBERLY MILUM SPECIFIED PSI @ 28 Days: 4500
LAB #:126257
CLIENT: BRADLEY JONES INSPECTION
TESTING INFORMATION:
ENTIFICATION:
1765014
1765015
1765016
1765017
:
7
28
28
28
:
10/01/2018
10/22/2018
10/22/2018
10/22/2018
eight X Diameter
n(lbs.),
8.000 X 4.000
8.000 X 4.000
8.000 X 4.000
8.000 X 4.000
2):
12.57
12.57
12.57
12.57
AD (lbs.):
42950
57923
58412414560
57284
SIVE STRENGTH (psi.):
3420
4610
4650
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
II
IV
I
III
C.T.M. USED:
Forney%
Forney96
Forney%
Forney96
KtMARK5:
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: RESPECTFULLY SUBMITTED
NOTICE:These test results are from samples cast by inspectors SOUTHWEST INSPECTION AND TESTING
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 ERROL ASAYAS
do not take responsibility for any information on this LAB. MANAGER
report other than the strength as tested and reported.
ASTM C39 BREAKS: 1=CONE - ll=CONE AND SPLIT - III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - V1=POINTED