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22/108
C RISTOPHER JEAN & ASSOCIATES, INC.
ACOUSTICAL CONSULTING SERVICES
i
I
May 24, 2022 Business License: #BT30044674
15 .TROON DRIVE
RL.TF TRUST
P.O. Box 11644
Beach, CA 92658
RESULTS OF ACOUSTICAL CERTIFICATION MEASUREMENT
FOR 15 TROON DRIVE — CITY OF NEWPORT BEACH
it may concern:
We are pleased to inform you that the pool equipment installation located at 15 Troon
in the City of Newport Beach complies with the City's 55 dBA noise limit. No additional
mitigation is necessary.
The installation was measured on Tuesday, May 24, 2022, using a Larson Davis Model
Type 2 Sound Level Meter. The installation was observed to consist of seven Pentair
5perflo pumps and four Pentair ETi 400 heaters, all located in a side yard. The large filter
were noted to provide partial shielding of the pumps from the property line. The
,urement microphone was placed just beyond the top of the nearest property line wall in the
.r of the adjacent rear yard nearest the pool equipment. The measurement reported a level of
BA with all of the pumps and heater units operating. This level complies with the City's 55
noise limit.
Thank you, and if there are any questions, please do not hesitate to call.
by:
isttiph� ice• -
�dent-"
p ,(?: BOX 2325 • FULLERTON, CALIFORNIA • 92837
- PHONE: 714-805-0115
�gWP0,V
0 m CITY OF NEWPORT BEACH
u COMMUNITY DEVELOPMENT DEPARTMENT
cq<oR� P BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915
www.newoortbeachca.aov 1(949) 644-3200
Structural Observation Report
SO-4
Project Address:
Report Date:
CNB Inspector Name:
CNB Permit #:
15 TROON DRIVE
October 20th, 2021
Building Owner Name:
Owners Mailing Address (If different from site);
Owner's Telephone A
CNB Plan Check #.
Phil Talleur
Full Name of Structural Observer (SO):
SO E-mail Address:
SO Telephone #:
SO License / Reg.
Neno Grguric /Jed Torcedo
nenoQastructureseng.com
949-715-0775
59487
PLEASE INDICATE STRUCTURAL ELEMENTS AND
OBSERVED check applicable boxes
FOUNDATIONS
SHEAR WALLS
FRAMES
DIAPHRAGMS
Floor/Roo
INDICATE LOCATION(S)
OBSERVED
DATE
OBSERVED
❑ Conventional
Footings & Slab
❑ Concrete
❑ Steel
❑ Concrete
Sheet DS-1 and DS-2:
Upper Platform slab Reinf.
10-20-2021
❑ Mat Foundation,
Prestressed Concrete
❑ Masonry
❑ Concrete
❑ Steel Deck
and Upper Pilaster Reinf.
❑ Caissons, Piles,
Grade Beams
❑ Wood orManuf.
Shear Panels
❑ Masonry
❑ Wood
® Other. Concrete
Pilaster
❑ Other:
I
❑ Other.
N Other: Structural
Concrete Slab
ISI ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES.
❑ OBSERVED DEFICIENCIES AND COMMENTS:
❑ REPORT CONTINUED ON ATTACHED PAGES.
❑ FINAL STRUCTURAL OBSERVATION REPORT:
The structure generally complies with the approved construction documents, and all observed deficiencies were corrected.
I declare that the following statements are true to the best of my knowledge:
1. I am the licensed design professional retained by the owner to be in responsible
charge of the structural observation;
2. I, or another licensed design professional whom I have designated above and is under
my responsible charge, have performed the required site visits at each significant
construction stage to verify that the structure is in general conformance with the
approved construction documents;
3. 1 understand that all deficiencies which I have documented must be corrected, prior to
final acceptance of the structural systems by the City of Newport Beach, Building
Divisioril
QROFESS/ON
GR G// Cq! F2m
z
No. 59487
4
rl CivilL �P
QTF Of CALF
STAMP OF STRUCTURAL OBSERVER
NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BYAUTHORIZED EMPLOYEES OF THE CRY OF NEWPORT BEACH.
Fo m %S dvrdobmatwakvortkrnsnucriow
SOUTHtiiiEST Ah, A!1111111111�®rr®A�,AL_
w
Inspection c- Testing, Inc. 441 Commercial Way; La Habra, CA 90631-6168
(562)941-2990 (714)526-8441
FAX (562)946-00.26
FIELD DATA ON TEST SPECIMENS
--- ASTM C31, C138, C143, C172, C173, C231, C1064 ---
CONCRETE: MORTAR: SHOTCRETE: X CORES: GUNITE:
ADDRESS: 15 TROON DRIVE, NEWPORT BCH JOB M DATE: 12/22/2020
JOB NAME: TALLEUR # 5 PERMIT #: S2013-0032 ISSUED BY:
ARCHITECT: ENGINEER: D. FERRELL
CONTRACTOR: AQUATIC TECHNOLOGIES SUB:
LOCATION IN STRUCTURE: ( PANEL) WALL OF SPA
TRACT: PHASE: LOT M
CONCRETE SUPPLIER: GARY BALE PLANT: MIX #: 7 1/2 - 1
TYPE OF CEMENT: V ADMIXTURE: TICKET M 326856
SLUMP: 0.00 in. WATER ADDED: 0 gal. AIR TEMP: 0 F
CONCRETE TEMP: 0 F MIXING TIME: 0 min. TIME CAST: 08:20
DATE CAST: 11/24/2020 RECEIVED AT LAB: 12/15/2020
SPECIMENS MADE BY: RICHARD LUIZ SPECIFIED PSI @ 28 Days: 4500
LAB #: 174147 CLIENT: RICHARD LUIZ
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
2140809
2140810
2140811
AGE DAYS:
28
28
28
DATE TEST:
12/22/2020
12122/2020
12/22/2020
SIZE (in.): Height X Diameter
7.000 X 3,850
7.000 X 3.850
7.000 X 3.850
AREA (in. ft
11.64
11.64
11.64
CRUSH LOAD (Ibs.):
63299
65169
64521
COMPRESSIVE STRENGTH (psi.):
5440
5600
5540
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
II
III
HI
C.T.M. USED:
Fomey96
Fomey96
Fomey96
REMARKS:
ASTM C39, C174, C192, C470, C617, C42
COMPLIES: X DOES NOT COMPLY: FOR INFORMATION:
THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUTTHE 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 AHMEZW"
PRINCIPAL ENGINEER
III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED
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SCUT ST-AL ®sAll, ®AL®®ems
ir Inspection &- Testing, 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: MORTAR:
SHOTCRETE: X CORES:
GUNITE:
ADDRESS: 15 TROON DRIVE, NEWPORT BCH
JOB M
DATE: 12/14/2020
JOB NAME: TALLEUR # 1
PERMIT M S2013-0032
ISSUED BY:
ARCHITECT:
ENGINEER: D. FERRELL
CONTRACTOR: AQUATIC TECHNOLOGIES
SUB:
LOCATION IN STRUCTURE: ( PANEL) BOTTOM OF POOL
TRACT:
PHASE:
LOT #:
CONCRETE SUPPLIER: GARY BALE
PLANT:
MIX* 7 1/2 - 1
TYPE OF CEMENT: V
ADMIXTURE:
TICKET #: 325722
SLUMP: 0.00 in. WATER ADDED: 0 gal.
AIR TEMP: 0 F
CONCRETE TEMP: 0 F
MIXING TIME: 0 min.
TIME CAST: 07:40
DATE CAST: 11/13/2020
RECEIVED AT LAB: 11/24/2020
SPECIMENS MADE BY: RICHARD LUIZ
SPECIFIED PSI @ 28 Days: 4500
LAB M 173751
CLIENT: RICHARD LUIZ
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
2139174
2139175
2139176
AGE DAYS:
28
28
28
DATE TEST:
12/1112020
12/11/2020
12/11/2020
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.):
65235
65630
66100
COMPRESSIVE STRENGTH (psi.):
5190
5220
5260
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
III
II
III
C.T.M. USED:
Forney
Forney
Forney
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: RESPECTFULLY SUBMITTED
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.
SOUTHWEST INSPECTION AND TESTING
ZAFAR AHM�
PRINCIPAL ENGINEER
ASTM C39 BREAKS: I=CONE - II=CONE AND SPLIT - III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES VI=POINTED
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SOUTHWEST
Inspection t&. Testing, 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: MORTAR: SHOTCRETE: X CORES: GUNITE:
ADDRESS: 15 TROON DRIVE, NEWPORT BCH JOB #: DATE: 12/14/2020
JOB NAME: TALLEUR # 2 PERMIT #: S2013-0032 ISSUED BY:
ARCHITECT: ENGINEER: D. FERRELL
CONTRACTOR: AQUATIC TECHNOLOGIES SUB:
LOCATION IN STRUCTURE: ( PANEL) WALL OF POOL
TRACT: PHASE: LOT M
CONCRETE SUPPLIER: GARY BALE PLANT: MIX #: 7 1/2 - 1
TYPE OF CEMENT: V ADMIXTURE: TICKET #: 325824
SLUMP: 0.00 in. WATER ADDED: 0 gal. AIR TEMP: 0 F
CONCRETE TEMP: 0 F MIXING TIME: 0 min. TIME CAST: 08:30
DATE CAST: 11/16/2020 RECEIVED AT LAB: 1112412020
SPECIMENS MADE BY: RICHARD LUIZ SPECIFIED PSI @ 28 Days: 4500
LAB #: 173755 CLIENT: RICHARD LUIZ
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
2139186
2139187
2139188
AGE DAYS:
28
28
28
DATE TEST:
12/14/2020
12/14/2020
12/1412020
SIZE (in.): Height X Diameter
7.000 X 4.000
7.000 X 4.000
7.000 X 4.000
AREA (in.A'):
12.57
12.57
12.57
CRUSH LOAD (lbs.):
58230
61032
63780
COMPRESSIVE STRENGTH (psi.):
46-
4860
5070
HEIGHT -DIAMETER RATIO:
1.75 : 1
1.75 : 1
1.75 : 1
CORRECTION FACTOR:
0.98
0.98
0.98
CORRECTED STRENGTH (psi,):
4540
4760
4970
BREAK TYPE:
1
II
II
C.T.M. USED:
Forney96
Forney96
Forney%
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: 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 t
driver. We will accept no responsibility for the inspection
made on the jobsite by the inspector, furthermore we ZAFAR AH
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
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i SOUTHWEST
TInspection & 1 esting, 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: MORTAR: SHOTCRETE: X CORES: GUNITE:
ADDRESS: 15 TROON DRIVE, NEWPORT BCH JOB M DATE: 12/15/2020
JOB NAME: TALLEUR # 3 PERMIT M S2013-0032 ISSUED BY:
ARCHITECT: ENGINEER: D. FERRELL
CONTRACTOR: AQUATIC TECHNOLOGIES SUB: AQUATIC TECHNOLOGIES
LOCATION IN STRUCTURE: (PANEL)
TRACT: PHASE: LOT M
CONCRETE SUPPLIER: GARY BALE PLANT: MIX #: 7 1/2-1
TYPE OF CEMENT: V ADMIXTURE: TICKET M 325862
SLUMP: 0.00 in. WATER ADDED: 0 gal. AIR TEMP: 0 F
CONCRETE TEMP: 0 F MIXING TIME: 0 min. TIME CAST: 08:27
DATE CAST: 11/17/2020 RECEIVED AT LAB: 11/2412020
SPECIMENS MADE BY: SPECIFIED PSI @ 28 Days: 4500
LAB M 173758 CLIENT: RICHARD LUIZ
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
2139195
2139196
2139197
AGE DAYS:
28
28
28
DATE TEST:
12/15/2020
12/15/2020
12/15/2020
SIZE (in.): Height X Diameter
7,000 X 3.850
7.000 X 3.850
7.000 X 3.850
AREA (in.k):
11.64
11,64
11.64
CRUSH LOAD (Ibs.):
64555
61997
62847
COMPRESSIVE STRENGTH (psi.):
5550
5330
5400
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
III
III
III
C.T.M. USED:
Fomey96
Fomey96
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: 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 ZAFAR AH
do not take responsibility for any information on this PRINCIPAL GINEER
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
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SOUTHWEST
1RSpCft10R Lk Testing, Inc. 441 Commercial Way, La Iiahra, 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: MORTAR: SHOTCRETE: X CORES: GUNITE:
ADDRESS: 15 TROON DRIVE, NEWPORT BCH JOB #: DATE: 12/21/2020
JOB NAME: TALLEUR # 4 PERMIT #: S2013-0032 ISSUED BY:
ARCHITECT: ENGINEER: D. FERRELL
CONTRACTOR: AQUATIC TECHNOLOGIES SUB:
LOCATION IN STRUCTURE: ( PANEL) BOTTOM OF POOL
TRACT: PHASE: LOT #:
CONCRETE SUPPLIER: GARY BALE PLANT: MIX M 7 1/2 - 1
TYPE OF CEMENT: V ADMIXTURE: TICKET M 327874
SLUMP: 0.00 in. WATER ADDED: 0 gal. AIR TEMP: 0 F
CONCRETE TEMP: 0 F MIXING TIME: 0 min. TIME CAST: 09:40
DATE CAST: 11/23/2020 RECEIVED AT LAB: 12/15/2020
SPECIMENS MADE BY. RICHARD LUIZ SPECIFIED PSI @ 28 Days: 4500
LAB #: 174143 CLIENT: RICHARD LUIZ
TESTING INFORMATION:
SAMPLE IDENTIFICATION:
2140797
2140798
2140799
AGE DAYS:
28
28
28
DATE TEST:
12/21/2020
12/21/2020
12/21/2020
SIZE (in.): Height X Diameter
7.000 X 3.850
7.000 X 3.850
7.000 X 3.850
AREA (in.A2):
11.64
11.64
11.64
CRUSH LOAD (Ibs.):
61496
62407
63911
COMPRESSIVE STRENGTH (psi.):
5280
5360
5490
HEIGHT -DIAMETER RATIO:
CORRECTION FACTOR:
CORRECTED STRENGTH (psi.):
BREAK TYPE:
III
III
III
C.T.M. USED:
Forney96
Fomey96
Forney%
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 039 BREAKS: 1=CONE - II=CONE AND SPLIT
RESPECTFULLY SUBMITTED
SOUTHWEST INSPECTION AND TESTING
ZAFAR AHMZ) I^-'""
PRINCIPAL ENGINEER
III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED
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ASTM C42 & ASTM C39 - Compressive Strength of Drilled Cores
Client Name:
RICHARD WIZ
Project Name:
Talleuril6
Inspector's Name:
Richard Luiz
Project Address:
35 Tmon Drive
Inspector's License No.:
On File
Newport Beach, Ca
Field Identification:
NR
Permit Number:
S2013-0032
Cast Data (Provided by Client)
Material Description:
SHOTCRETE PANEL I Core Sample
Set Number:
NR
Cast Date:
5/24/21
Number of Samples:
3
Cast By:
Richard Luiz
Total Yards:
20
Contractor:
Aquatic Technologies
Cement Type:
V
Material Supplier:
Holliday Rock
Cast Time:
12:00pm
Plant:
Santa Ana
Mix Time:
NR
Mix Design Number:
453/85C
Admixture:
NR
Ticket Number:
125076291
Slump - In.:
NR
Specified PSI:
4,500
Air Temperature:
NR
Design PSI:
4,500
Concrete Temperature:
NR
Location of Pour: Wall of Pool
Notes:
NR = Not Reported
Laboratory Compressive Strength Data
Date Specimen Received: 5/26/21
Date of Test: 6/21/21
Technician: On File
Equipment Used: FORNEY F-25EX-F-CP1LOT
Calibration Date: 8/31/20
Specimen lD
Age of
Test
(nays)
Date of
Test
Time of
Test
Specimen Dimensions
Crass Sectional
Area - In.
Maximum
Load -Lbs.
PO P51
Fracture Type
1-In.
2-In.
3-In.
4-In.
5-In.
6-In.
xeignt{oaa,ee,
PT- 53856.8 .1
28
6121/21
7:07 AM
3.73
3.74
-
10.96
62,910
3,625
5
638
6.39
1.71
PT- 53856.8 .2
28
6121/21
7:10 AM
3.74
3.74
10.99
61,050
5,649
5
6.50
3.51
1.34
PT- 53856.8 .3
28
6121/21
7:13 AM
334
3.75
-
-
1L02
64,890
5,772
2
6-44
6.45
1.72
Average F'c = 5,682
Compliance with Specified Strength: THE AVERAGE 28-OAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE
Technician Comments:
nma l: aamo.m7esssmeemnp,maem e,:nornem
va::a7.ham.rea;wmweaa.na<.�ppaasa.xael:eolm.mleasanas=u::eppmumxueM
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Ne[eS: Myul[ionly alneytcntl.pe,lmen.
81458ECIIRA WAY, SANTA FE SPRING%CA 80870 I OFFICE 4NI204955 1 FAX 424Q63-5987
WEa W W WPYRANUVTsSnNG.00M I EMAIL PYRAMMTESnNGx%GMAILG0M
L°
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ASTM C42 & ASTM C39 - Compressive Strength of Drilled Cores
Client Name:
RICHARD WIZ
Project Name:
Talleur#7
Inspector's Name:
Richard Luiz
Project Address:
15 Troon Drive
Inspector's Ucense No.:
On File
Newport Beach, Ca
Field Identification:
NR
Permit Number:
52013-0032
Cast Data (Provided by Client)
Material Description:
SHOTCRETE PANEL I Core Sample
Set Number:
NR
Cast Date:
5/25/21
Number of Samples:
3
Cast By:
Richard Luiz
Total Yards:
4
Contractor:
Aquatic Technologies
Cement Type:
V
Material Supplier:
Halliday Rock
Cast Time:
12:50pm
Plant:
Santa Ana
Mix Time:
NR
Mix Design Number:
7 Y: -1
Admixture:
NR
Ticket Number:
125076383
Slump - In.:
NR
Specified PSI:
4,500
Air Temperature:
NR
Design PSI:
4,500
Concrete Temperature:
NR
Location of Pour: Wall of Pool
Notes:
NR = Not Reported
Laboratory Compressive Strength Data
Date Specimen Received: SJ26/21
Date of Test: 6/22/21
Technician: On File
Equipment Used: FORNEY F-25EX-F-CPILOT
Calibration Date: 9/31/20
Spenmen ID
Age cf
Test
(Days)
bate or
Test
Time of
Test
Specimen
Dimensions
Crass Sectional
Area -W.
Maximum
load -Ms.
PC P51
Fracture Type
1-In.
2-In.
3-In.
4-In.
5-In.
6-1n.
xexnl/plgmeter
PT- 53856.6 .1
28
6/22121
9:43 AM
3.73
3.74
-
10.96
52,580
4,704
5
6.50
6.51
1.74
PT- 53956.6 .2
28
6/22/21
9:46 AM
3.73
3.74
-
10.96
52,210
4,5T2
5
6.55
6.56
1.76
PT- 53856.6 .3
28
6/22/21
9.49 AM
3.73
3.74
-
10.96
51,690
4,626
5
6.43
6.44
1.72
Average F'c n 4,635
Coinpilance with Specified Strength: THE AVERAGE 26-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE
Technician Comments:
x nv T:9lmemmm 1..a 9= 9nm.mm Mm.mom a,.a 4. nw� ��. N=:Ms mmm,nem s,,,a g-wmoo.a m,. xavn
olx� .,.o.x/aa.vs.00nmevurvcalbe.a.�wmpem�Waanw.eb9..meem.mn...1
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nem s. xmm onN wlo,em once agamw.
01459ECNRAWAY, SAWA FESPRINGS, CA506T010FRCE424.3e34955 IFAX42 2638887
WEB W W W.PYRAMIBTESTING.CDM I EIMLPYRAMIDTESMG@GMAILC W1
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