HomeMy WebLinkAboutCOMPACTION TESTFL►OfgX3A ENGINEERING & TESTING, INC.
Phone: (866) 781-6889 •Fax: (866) 784-85_50
www.floridaenginceringandtesting.com
250 S.W.13`h Avenue
Pompano Beach, FL 33069
REPORT OF FIELD COMPACTION TESTS
DATE: 1/4/19 ORDER NO: 19-169 PERMIT NO. g ` -- .3 0 —7
CLIENT: Level 1 Build
ADDRESS: 5057 Northern Lights Drive Greenacres Florida 33463
PROJECT: Proposed Patio Enclosure
ADDRESS: 8067 Kiawah Trace Port Saint Lucie, Florida 1'1A0oCdAH*'
MATERIAL DESCRIPTION: Dark Grayish Brown Fine Sand y
PROCTOR VALUE (PCF): 106.4 OPTIMUM MOISTURE (%): 12.1
% COMPACTION REQ'D BY SPECS: 95X LABORATORY NO: P-169
NUCLEAR GAUGE SERIAL #: ® 29793 (Model 3440) ❑ 533 (Model 3450) ❑ 20500 (Model 3440)
PROCTOR METHOD: ® ASTM D-1557 ❑ ASTM-D698 ❑ AASHTO T-180 ❑ AASHTO T-99
i
ASTM D 6938 METHOD A
Test
#
Location:
!
Lift
Elev./
Depth of Test
Dry
Density
CF
Moisture
(%)
Percent
Compaction
(%)
Pass/
Fail
1
N.E. Corner of SOG
SOG
12"
102.7
10.4
96.5
P
2
N.W. Corner of SOG
SOG
12"
104.1
9.7
97.8
P
3
S.W. Corner of SOG
SOG
12"
103.0
9.3,
96.8
P
4
S.E. Corner of SOG
SOG
12"
103.3
10.6
97.1
P
5
Center of SOG
SOG
12"
102.9
11.0
96.7
P
6
S.E. Footing at Center
BOF
12"
103.8
6.9
97.6
P
7
8
I
9
10
.E.T.
TESTEDI BY: J.R. CHECKED BY: P.T.
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 k*b,h,k�V��1W1/////
�9N6.%8202
MARK MiSUNQ, P.E.
Florida l�perutin;
Florida R 'b" 04 02 P
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RECEIVED ENGINEERING & TESTING, INC.
JAN ���� Phone: (866) 781-6889 4iFas: (866) 78 4-8550
Permtttln ivi,v,w.floridaengineeringandtesting.com
9 Department 250 S.W. 13`�' Avenue
I ,..COF
V St. Lucle Count- Pompano Beach, FL 33069
PROCTOR COMPACTION TEST
TE SAMPLED: 1/4/2019 DATE TESTED: 1/7/2019 ORDER #: 19-169
[ENT: Level 1 Build
DRESS: 5057 Northern Lights Drive Greenacres, Florida 33463
Proposed Patio Enclosure
DRESS: 8067 Kiawah Trace Port Saint Luice, Florida
,TERIAL DESCRIPTION: Dark Grayish Brown Fine Sand
PLED BY: J. R.
TESTED BY: P.T.
CIFICATION GOVERNING: ASTM D-1557 Method C LAB NO: P-169
RESULTS OF TEST:
Thee 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),
9.2 113.3 103.8
11.2 118.1 106.2
13.3 120.1 106.0
15.3 119.3 103.5
timum Moisture (Percentage): 111
12.1
110
109
Maximum Dry Density (lbs./cuff)
106.4 (PCF) a 108
>- 107
`111111110%
z
Re pectfully Submitt g �\` ,,�; �� i,i/i o 106
� N �` .,-y 105
No. 48202 10 %P
104
Ma'rk A. Mesiano 1 *e
Florida Engineering, itingrITFc. ;'�,�� 103
Florida Re No. 482 .F %-�t ,.' �i 9 10 11 12 13 14 15 16
Certificate of Authorizf� G �eN MOISTURE /o
As a mutual protection to clients, the public ands &tltl)1a1` eports are submitted as the confidential property of clients, and authorization far publication of
statements, conclusions or extracts from or regarding our reports is reserved pending our written approval.
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