HomeMy WebLinkAboutCompaction TestSc.C' \ 6 \ 0 - 0 aI�,o
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FLOAG
& TESTING, INC.
J u �3 19, 2016 Phone: (866) 781-6889 •Fax: (866) 784-8550
www.floridaengineeringandtesting.com
P E R T Ji 11-i I �d C 250 S.W.13`h Avenue
St. Lucie County, FL Pompano Beach, FL 33069
PROCTOR COMPACTION TEST
DATE SAMPLED: 6/8/2017 DATE TESTED: 6/12/2017 ORDER #: 17-1961
CLIENT: Fountain Blue Pools
ADDRESS: 2731 Vista Parkway Suite D-1 West Palm Beach, Florida 33411
PROJECT: Proposed Pool Deck Lot 14, Riverbend
ADDRESS: 3050 N.W. Radcliffe Way Palm City, Florida 34990
MATERIAL DESCRIPTION: Brown Fine Sand
SAMPLED BY: P.N. TESTED BY: P.T.
SPECIFICATION GOVERNING: ASTM D-1557 Method C LAB NO: P-1961
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.
MOISTURE % WET DENSITY (PCF) DRY DENSITY (PCF)
9.3 114.5 104.8
11.3. 119.7 '23' r 107.5
13.3 121.2 r 107.0
15.1 120.4 L6al 104.6
Optimum Moisture (Percentage): 112
11.9 % ill
110
Maximum Dry Density (lbs./cu.ft.)
107.7 (PCF) a 109
108
`��\\\11 I I Il /l���j/ w 107
Z
Respectfully Submitted,
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106
105
Mark A. Mesiano, P4 w _
�pF ! Z : 104
Florida Engineenng T sting, W •.
9 10 11 12 13 14 15 16
Florida Reg. No. 484 A ��0• ?
Certificate of Authorizio�''r MOISTURE %
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As a mutual protection to clients, the public an o rsI 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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