HomeMy WebLinkAboutS2020-0157 - MiscSOUTHWEST
Insl)Cclion 8, Nesting, Inc. 441 Commercial Way, La Habra, CA 90631-6168
(562)941-2990 (714)526-8441
FAX (562)946-0026
FIELD DATA ON TEST SPECIMENS
--- ASTM C31, C138, C143, C172, C173, C231, C1064 ---
CONCRETE: X MORTAR: SHOTCRETE: CORES: GUNITE:
ADDRESS: 2007 SANTIAGO RD, NEWPORT BCH JOB #: DATE: 12/21/2020
JOB NAME: PERMIT #: ISSUED BY:
ARCHITECT: ENGINEER:
CONTRACTOR: SUB:
LOCATION IN STRUCTURE
TRACT: PHASE: LOT #:
CONCRETE SUPPLIER: PLANT: MIX #:
TYPE OF CEMENT: ADMIXTURE: TICKET #:
SLUMP: 0.00 in. WATER ADDED: 0 gal. AIR TEMP: 0 F
CONCRETE TEMP: 0 F MIXING TIME: 0 min. TIME CAST: 00:00
DATE CAST: 11/23/2020 RECEIVED AT LAB: 11/25/2020
SPECIMENS MADE BY: THOMAS GEORGE SPECIFIED PSI @ 28 Days: 4500
LAB #: 172870 CLIENT: DEPUTY 1 INSPECTION
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
2135428
2135429
2135430
AGE DAYS:
28
28
28
DATE TEST:
12/21 /2020
12/21 /2020
12/21 /2020
SIZE (in.): Height X Diameter
8.000 X 4.000
8.000 X 4.000
8.000 X 4.000
AREA (in.A2):
12.57
12.57
12.57
CRUSH LOAD (lbs.):
71415
69874
69211
COMPRESSIVE STRENGTH (psi.):
5680
5560
5510
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
III
II
IV
C.T.M. USED:
Forney96
Forney96
Forney96
REMARKS: NO PAPERWORK
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:
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: I=CONE - II=CONE AND SPLIT -
RESPECTFULLY SUBMITTED
SOUTHWEST INSPECTION AND TESTING
ZAFAR AHM J_)t�
PRINCIPAL ENGINEER
III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED
ACOUSTICAL ENGINEERING ANALYSIS
2007 Santiago Dr.
Newport Beach, CA 92660
April 1, 2024
YANCHAR DESIGN & CONSULTING GROUP
26741 Portola Parkway, Suite 1 E, Foothill Ranch, CA 92610
Tel: 949.770.6601 Fax: 949.770.6575 E-mail: info@yanchardesign.com
2007 Santiago Dr. April 1, 2024
1.0 Introduction
At the request of Sunbrite Pools, Yanchar Design & Consulting Group has
completed field measurements and an acoustical analysis of the pool equipment
located at 2007 Santiago Dr., Newport Beach, CA.
2.0 Project Description
The property is a single-family residence. The pool equipment is located
approximately 11 feet 6 inches from the property line to the west.
The nearest property to the west is also a single-family residence. The properties
are separated by a 6-foot wood fence.
The City of Newport Beach requires a sound test by an acoustical engineer is
required to demonstrate that the noise level from the pool or spa pump is less
than 55 dBA at the property line. NBMC10.26. 025.
YANCHAR DESIGN & CONSULTING GROUP 2
2007 Santiago Dr. April 1, 2024
2.0 Field Measurements
Measurements were made at the site on April 1, 2024 to determine the sound
level of the pool equipment. The ambient noise level at the property was
dominated by aircraft overflights, local traffic and local construction activity.
The sound level of the pool equipment measured at the southern property line
was 49.7 dBA. Therefore, the equipment is in compliance with the requirements
of the City of Newport Beach Municipal Code.
A Soft dB Piccolo -II Integrating Sound Level Meter, Serial Number
P0219050803 and CEL Instruments Model CEL-284/2 Calibrator, Serial Number
4/09023134, were used for the measurements.
Respectfully submitted,
Yanchar Design & Consulting Group
Carl J. Yanchar
President
YANCHAR DESIGN & CONSULTING GROUP 3
2007 Santiago Dr. April 1, 2024
F' kle 11
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PROJECT VICINITY
PROJECT SITE
YANCHAR DESIGN & CONSULTING GROUP 4