BPP-03-22-810 2 NW 108 StFuc
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BPP--03-2-2,-,-!E�10
ENGINEERING & TESTING, INC.
Phone: (866) 781-6889 ■Fax: (866) 784-8550
)i i`,`i-.tloridaengineeringandtesting.com
250 S.W.13t" Avenue
Pompano Beach, FL 33069
REPORT OF FIELD COMPACTION TESTS
DATE: 7/14/22 ORDER NO: 22-2923 PERMIT NO.
CLIENT: K Construction & Development
ADDRESS: 8950 Dickens Avenue Surfside Florida 33154
PROJECT: Proposed Fiberglass Pool
ADDRESS:. 2 N.W.108th Street Miami Shores Florida
MATERIAL DESCRIPTION: Light Gray Fine Sand Some Rock
PROCTOR VALUE (PCF):
119.2
% COMPACTION REQ'D BY SPECS: 95*
OPTIMUM MOISTURE (%): 10.0
LABORATORY NO: P-2923
NUCLEAR GAUGE SERIAL (MODEL) 9: ❑ 29793 (3440) ® 75693 (3440) ❑ 553 (3450) ❑ 20500 (3440)
PROCTOR METHOD: ® ASTM D-1557 ❑ ASTM-D698 ❑ AASHTO T-180 ❑ AASHTO T-99
ASTM D 6938 METHOD A
Test
Location:
Lift
/ Elev.
Depth Test
Dry
Density
CF
Moisture st
Mo(ist
Percent
Compaction
()
pass/
Fail
1
Shallow End of Pool
SOG
12"
110.3
4.5
92.5
F
2
Center or Pool
SOG
121'
109.5
4.4
91.9
F
3
Deep End of Pool
SOG
12"
110.4
5.7
92.6
F
4
5
6
7
8
9
10
REMARKS: A subsoil investigation has not been performed by F.E.T. *95% compaction per client-1-:MW
TESTED BY: NW CHECKED BY: PT
Notes:
Method A - Direct Transmission unless otherwise noted.
PR - Proof Roll BOF - Bottom of Footing
TOB - Top of Base SG - Subgrade
SOG - Slab on Grade
As a mutual protection to clients, the public and ourselves, all reports
are submitted as the confidential property of clients, and authorization
for publication of statements, conclusions or extracts from or regarding
our reports is reserved pending our written approval.
Respectfully s�ot; E lV 3 ��f'+�'�•
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o
Reza vidwtaq.E.
Florida Engi4e"ag '`e 'u ; Inc
Florida Reg. No`. 4~i0 - 3 R. V -N ' r
Certificate of Author-}
Qr NO
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Quali Ali i�d .flssicrance