HomeMy WebLinkAboutPROCTOR COMPACTION TESTti
FL
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ENGINEERING & TESTING, INC.
MANNED Phone: (866) 781-6889 *Fax: (866) 784-8550
BY www.floridaenginceringandtesting.com
Lucie COUiI 250 S.W.13`�' Avenue
'Y Pompano Beach, FL 33069
PROCTOR COMPACTION TEST
DATE SAMPLED: 4/17/2018 DATE TESTED: 4/18/2018 ORDER #: 18-1615
CLIENT: Scott Britton
ADDRESS: 626 S.W. Long Key Court Port Saint Lucie, Florida
PROJECT: Proposed New Residence
ADDRESS: 434 S.E. Naranja Avenue Port Saint Lucie, Florida
MATERIAL DESCRIPTION: Grayish Brown Slightly Silty Fine Sand
SAMPLED BY: P.N. TESTED BY: P.T.
SPECIFICATION GOVERNING: ASTM D-1557 Method C LAB NO: P-1615
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)
8.7 112.7 103.7
.10.5 117.2 106.1
12.4 119.3 106.1
14.3 117.9 103.1
Optimum Moisture (Percentage):
11.6 %
Maximum Dry Density (lbs./cu.ft.)
106.4 (PCF)
Respectfully
p Y S� •;ZO i
AR202
Mark A. Mesi*AF: E ST111 t 1
Florida Engine iP*X:kr
Florida Reg. No
Certificate of Auth fib iI .1 3
111
110
109
v 108
a_
107
w 106
0
105
0
104
103
8 9 10 11 12 13 14 15
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.
Qtcalitg/ ���� L 1 ✓Ismirance
ENGINEERING & TESTING, INC.
Phone: (866) 781-6889 *Fax: (866)'784-8550
wy�,vv.tloridaengineeringandtesting.com
250 S.W.13`h Avenue
Pompano Beach, FL 33069
REPORT OF FIELD COMPACTION TESTS
DATE: 4/17/18 ORDER NO: 18-1615 PERMIT NO.
CLIENT: Scott Britton
ADDRESS: 626 S.W. Long Key Court Port Saint Lucie, Florida 34986
PROJECT: Proposed New Residence
ADDRESS: 434 S.E. Narania Avenue Port Saint Lucie, Florida
MATERIAL DESCRIPTION: Grayish Brown Slightly Silty Fine Sand
PROCTOR VALUE (PCF): 106.4 OPTIMUM MOISTURE (%): 11.6
% COMPACTION REQ'D BY SPECS: 95 LABORATORY NO: P-1615
NUCLEAR GAUGE SERIAL #: ❑ 29793 (Model 3440) ® 533 (Model 3450)
PROCTOR METHOD: ® ASTM D-1557 ❑ ASTM-D698 ❑ AASHTO T-180
ASTM D 6938 METHOD A
❑ 20500 (Model 3440)
❑ AASHTO T-99
Test
#
Location:
Lift
Elev./
Depth of Test
Dry
Density
PCF
Moisture
(%)
Percent
Compaction
(%)
Pass/
Fail
1
N.E. Corner of Pad
PR
12"
102.6
12.3
96.4
P
2
Center of Pad
PR
12"
101.8
13.7
95.7
P
3
S.E. Corner of Pad
PR
12"
104.7
12.8
98.4
P
4
S.W. Corner of Pad
PR
12"
105.0
13.3
98.7
P
5
N.W. Corner of Pad
PR
12"
101.6
12.3
95.5
P
6
7
8
9
10
REMARKS:
TESTED BY: P.N. 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.
yam`
NO
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Quality' a, A .gmirance
Respectfully
MARK A. M
Florida EnizA
Florida Reg.1
Certificate of
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