HomeMy WebLinkAboutCOMPACTION TEST1q oa -
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& TESTING, INC.
Phone: (866) 781-6889 *Fax: (866) 784-8550
i1-ivw.tloridaengineeringandtcsting.com
250 S.W.131b Avenue
Pompano Beach, FL 33069
PROCTOR COMPACTION TEST
DATE SAMPLED: 3/29/2019 DATE TESTED: 4/3/2019 ORDER #: 19-1668
CLIENT: Delahunty Construction
ADDRESS: 906 N.W. Sassafras Terrace Jensen Beach, Florida 34957
PROJECT: Proposed One Story Addition SCANNED
ADDRESS: 4479 Indian River Drive Fort Pierce, Florida Gf I „rip r.Gunty
MATERIAL DESCRIPTION: Brown Fine Sand
SAMPLED BY: W.B.
SPECIFICATION GOVERNING:
TESTED BY: P.T. .
ASTM D-1557, Method C LAB NO:
RESULTS OF TEST:
P-1668
The following compaction test was conducted in accordance with the Standard Methods of Moisture Density Relations of soil using a 10 Ib.
Hammer and an 18" drop as per the above specified method.
MOISTURE %
8.3
10.2
12.5
14.7
Optimum Moisture (Percentage):
11.9 %
Maximum Dry Density (Ibs./cu.ft.)
107.8 (PCF)
Respectfully
Mark A. MesiaiU
Florida Engines=rr.
Florida Reg. No.
Certificate of Aul
WET DENSITY (PCF
1111111///
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iENSF •.Z9y�ii
i
4820'1
113.1
118.0
121.2
119.7
112
111
110
Ei 109
a
108
Z 107
O 106
}
p 105
104
103 +
7
DRY DENSITY (PCF
104.4
107.1
107.7
104.4
8 9 10 11 12 13 14 15.
MOISTURE %
"I/11111111V4•
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, contusions or extracts from or regarding our reports is reserved pending our written approval.
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ENGINEERING & TESTING, INC.
Phone: (866) 781-6889 •Faa. (866) 784-8550
wii w.floridaengineeringandtesting.com
250 S.W.13" Avenue
Pompano Beach, FL 33069
REPORT OF FIELD COMPACTION TESTS
DATE: 3/29/19 ORDER NO: 19-1667 PERNHTNO. S�-D
CLIENT: - Delahunty Construction - — St ,UCI
BY
ADDRESS: 906 N.W. Sassafras Terrace Jensen Beach, Florida 34957 County
PROJECT: Proposed One Story Addition
ADDRESS: 4479 Indian River Drive Fort Pierce, Florida
MATERIAL DESCRIPTION: Brown Fine Sand
PROCTOR VALUE (PCF): 107.8 OPTIMUM MOISTURE (%): 11.9
% COMPACTION REQ'D BY SPECS: 95* LABORATORY NO: P-1667
NUCLEAR GAUGE SERLAL #: ❑ 29793 (Model 3440) ® 533 (Model 3450) ❑ 20500 (Model 3440)
PROCTOR METHOD: ® ASTM D-1557 ❑ ASTM-D698 ❑ AASHTO T-180 ❑ AASHTO T-99
ASTM D 6938 METHOD A
Test
k
Location:
Lift
ElevJ
Depth of Test
Dry
Density
C19
Moisture
(%)
Percent
Compaction
(%)
Pass/
Fail
1
Center of S. End of Slab
SOG
12"
102.4
4.7
95.0
P
2
Center of Slab
SOG
12"
100.6
4.6
93.3
F
3
Center of N. End of Slab
SOG
12"
105.8
7.1
1 98.1
P
4
E. Column Pad
BOF
1 12"
89.2
10.1
82.7
F
5
N. Column Pad
BOF
12"
84.5
11.8
78.4
F
6
7
8
9
10
REMARKS: A subsoil investigation bas not been performed by F.E.T. *95% compaction per client.
TESTED BY: W.B. CHECKED BY: P.T. Respectfullysubri0folll/tfjjiAN
��
Notes: NNNN 1" ::.. 41,
Method A - Direct Transmission unless otherwise noted.��i
PR - Proof Roll BOF - Bottom of Footing (! A 2 2 `O
TOB - Top of Base SG - Subgrade MARK A. 7' O61 . . *
SOG - Slab on Grade Florida Enawkng & Asting, 4
As a mutual protection to clients, the public and ourselves, all reports Florida Reg '.48Z� oP
are submitted as the confidential property of clients, and authorization Certificate ofor ublication of statements, conclf D1cgII�3
ourreports is reserved pending ourusions written approvaor lfrom or regarding//ONA1,��NN
�A& �'rY
Quality � Qt1 Jlsstss ar:ce
4 AL
ENGINEERING & TESTING, INC.
Phone: (866) 781-6889 •Fax: (866) 784-8556
w,a-w.noridaengineeringandtesting.com
250 S.W.13`s Avenue
Pompano Beach, FL 33069
REPORT OF FIELD COMPACTION TESTS
DATE: 4/2/19 ORDER NO: 19-1668
CLIENT:
PERMIT NO.
.. � .�'��
ADDRESS: 906 N.W. Sassafras Terrace Jensen Beach, Florida 34957 CO/g,,�
Y
PROJECT: Proposed One Story Addition
ADDRESS: 4479 Indian River Drive Fort Pierce, Florida
MATERIAL DESCRIPTION: Brown Fine Sand
PROCTOR VALUE (PCF): 107.8
% COMPACTION REQ'D BY SPECS: 95*
NUCLEAR GAUGE SERIAL #: ® 29793 (Model 3440)
PROCTOR METHOD: ® ASTM D-1557 ❑ ASTM-D698
OPTIMUM MOISTURE (%): 11.9
LABORATORY NO: P-1667
❑ 533 (Model 3450) ❑ 20500 (Model 3440)
❑ AASHTO T-180 ❑ AASHTO T-99
1/ 1 SlCli1/1_410_:_C13 W.
Test
#
Location: Retest
Lift
Elev./
Test
Dry
Density
Densof
Moisture
("�o)
Percent
Co paction
Pass/
Fail
1
N. Column Pad
BOF
12"
105.7
4.3
98.1
P
2
E. Column Pad
BOF
12"
103.1
5.6
95.6
P
3
Center of Slab
SOG
12"
105.2
6.9
97.6
P
4
5
6
7
8
9
10
REMARKS: A subsoil investigation has not been performed by F.E.T. *95% compaction per client
TESTED BY: J.R. CHECKED BY: P.T. Respectfully sul�", 1811111/J11 .
J\\ PAN
Notes: _ �\ �10Ey8• ;Sj
Method A -Direct Transmission unless otherwise noted. 1---� .
PR - Proof Roll BOF - Bottom of Footing SYtI yNo. 48209 ` O
TOB - Top of Base SG - Subgrade MARK A. j1AN0, ,,V.E.
SOG - Slab on Grade Florida Eng*gTg 8TP'] g,14*
As a mutual protection to clients, the public and ourselves, all reports Florida Reg.102 N
are submitted as the confidential property of clients, and authorization Certificate of,Li�2aAi�ig\�
for publication
a lica statements,
onclusinso extracts from or regarding '
ouris roervedpendingapproval.
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Qualify �\yA�� assurance