BPP-03-22-810 2 NW 108 St (1)]FLei A eCe -Cb - Z2 - 8 t U ENGINEERING & TESTING, INC.
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PROCTOR COMPACTION TEST
DATE SAMPLED: 7/14/2022 DATE TESTED: 7/15/2022 ORDER M 22-2923
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
SAMPLED BY: NW TESTED BY: PT
SPECIFICATION GOVERNING: ASTM D-1557, Method C LAB NO: P-2923
RESULTS OF TEST:
The following compaction test was conducted in accordance with the Standard Methods of Moisture Density Relations of soil using a 10 lb
Hammer and an 18" drop as per the above specified method.
R-1-1 — n.
U.0
8.7
11.1
12.8
WET DENSITY (PCF)
120.4
128.7
131.7
127.3
DRY DENSITY fPCFI
112.7
118.4
118.5
112.9
Optimum Moisture (Percentage): 121
10.0 % 120
119 I
Maximum Dry Density (Ibs./cu.ft.) L 118
119.2 (PCF) c)
a 117
�tti ���� 4�RFi A 1 �, `'•.,r Z 116
Respectfully N JG'- w
0 115
�M114
113
Reza J Id " . E. Cr
Florida Engirip�ng & U in ,,I
' 112
6 7 8 9 10 11 12 13
Florida Reg. Pi q.CM2 3
Certificate of Au#baj ttiiQ -9 3 MOISTURE %
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.
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