HomeMy WebLinkAboutS2018-0109 - MiscConti?, s Inspection & Nlaterials Testing
SOUTHWEST �Vr 1W VF
1nsj)CCLioH 8, Testing, I11C. 441 Commercial Way, La Habra, CA 90631-6168
(562)941-2990 (714)526-8441
FAX (562)946-0026
FIELD DATA ON TEST SPECIMENS i520 /�rng01R8-0104
--- ASTM C31, C138, C143, C172, C173, C231, C1064 ---
CONCRETE: MORTAR: SHOTCRETE: X CORES: GUNITE:
ADDRESS: 1520 KINGS RD. JOB #: DATE: 10/12/2018
JOB NAME: TROESH RESIDENCE PERMIT #: S2018-0109 ISSUED BY: NEWPORT BCH
ARCHITECT: ENGINEER: C. BIEDENBACH
CONTRACTOR: MATA CONSTRUCTION SUB: WEST COAST SHOTCRETE
LOCATION IN STRUCTURE: FLOOR OF THE POOL
TRACT: PHASE: LOT #:
CONCRETE SUPPLIER: CEMEX PLANT: MIX #: 7 112 -1
TYPE OF CEMENT: V ADMIXTURE: TICKET #: 27951092
SLUMP: 0.00 in. WATER ADDED: 0 gal. AIR TEMP: 0 F
CONCRETE TEMP: 0 F MIXING TIME: 0 min. TIME CAST: 09:57
DATE CAST: 08/31/2018 RECEIVED AT LAB: 09/13/2018
SPECIMENS MADE BY: ERIC LUIZ SPECIFIED PSI @ 28 Days: 4500
LAB #: 125471 CLIENT: RICHARD LUIZ
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
1762017
1762018
1762019
AGE DAYS:
28
28
28
DATE TEST:
09/28/2018
09/28/2018
09/28/2018
SIZE (in.): Height X Diameter
8.000 X 4.003
8.000 X 4.000
8.000 X 4.008
AREA (in.k):
12.59
12.57
12.62
CRUSH LOAD (Ibs.):
73561
71589
72518
COMPRESSIVE STRENGTH (psi.):
5840
5700
5750
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
I
IV
III
C.T.M. USED:
Forney96
Forney96
Forney96
REMARKS:
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 - li=CONEAND SPLIT
RESPECTFULLY SUBMITTED
SOUTHWEST INSPECTION AND TESTING
ERROO— �
LAB. MA
III=COLUMNAR - IV --SHEAR - V=SIDE FRACTURES - VI=POINTED
i
City of Newport Beach Special Inspector Manual
.'J'WPOk-
CITY OF NEWPORT BEACH
COMMUNITY (DEVELOPMENT DEPARTMENT
BUILdDING (DIVISION
ox ' 100 Civic Center Drive ( P.O. Box 1768 Newport Beach, CA 92658
wvwv.newoorlbeachca.gov (949) 644-3200
SPECIAL INSPECTION REPORT
Project Address: 1520 Kings Road (Troesh)
Permit Number: S2018-0109
Inspection Type (s)
Inspection Date (s):
( ) Periodic (X19 Continuous
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
Special Inspector Signature:
Describe Inspection, Including Location(s):
Observed the
placement of approximately 40 yards of 4500 PSI shotcrete
for the 2
18' pool with attached spa at the above address, 1
a.ppeared to
hp crirrect arrording to plans and code
N 6-067Y
List Tests Made:
Obtained sample
for compression test from floor of pool.
Total Inspection Time Each Day:
Date: 8-31-18
Hours: 4
I
List All Items Requiring correction (Include Previously Listed Uncorrected Items):
None
Comments:
Builser -Mata Construction
I
To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings,
specifications and applicable workmanship provisions of the U.B.C. except as noted above.
Special Inspector Signature:
( Date:
f8-31-18
Print Full N e:
I Newport Beach Registration No.:
Fri c Lmiz-
N 6-067Y
speda11nspenionRepon oam/2015
67
19/209
CHRISTOPHER JEAN & ASSOCIATES, INC.
ACOUSTICAL CONSULTING SERVICES
October 29, 2019 Business License: #BT30044674
MR. JESUS MARTINEZ
MATA CONSTRUCTION
910 E. 4th Street
Santa Ana, California 92704
SUBJECT: RESULTS OF ACOUSTICAL CERTIFICATION MEASUREMENT
FOR 1520 KINGS ROAD -- CITY OF NEWPORT BEACH
Dear Mr. Martinez:
We are pleased to inform you that the pool equipment installation located at 1520 Kings
Road 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 Tuesday, October 29, 2019, using a Larson Davis
Model 700 Type 2 Sound Level Meter. The installation was observed to consist of one Jandy E -
Pump variable speed pump, one Jandy Stealth pump, and a Jandy JXi heater, all located in a
corner of the rear yard. The measurement microphone was first placed just over the top of the
nearest property line wall directly north of the pool equipment. This measurement reported a
level of 55 dBA for both pumps and the heater operating simultaneously. The measurement
microphone was then placed just over the top of the nearest property line vinyl fence directly
west of the pool equipment. This measurement reported a level of 53 dBA for both pumps and
the heater operating simultaneously. Both levels comply with the City's 55 dBA noise limit.
Thank you, and if there are any questions, please do not hesitate to call.
Prepa by:
Chi:istopher_ 3eari
P..•,U. BOX 2325 FULLERTON, CALIFORNIA 92837
PHONE: 714-805-0115