HomeMy WebLinkAboutSOIL NUCLEAR GAUGE 5-10-18tC Y 0.3 - 0 YI-3
.� Ardaman Soil Nuclear Gauge Client:
& Associates, Inc. Report Date: 5/10/2018 Timothy Wilson
Test Method: ASTM D 6938 7804 Fort Walton Avenue
Port St. Lucie Branch Fort Pierce, FL 34951
Florida CA No. 5950
460 NW Concourse Place, Unit 1
Port St Lucie, FL 34986
Phone:772-878-0072
Project:
113-18-64-5432
7804 Fort Walton Avenue
7804 Fort Walton Avenue
Fort Pierce, FL
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
N
Remark
1
4/18118
18-057
A
-
10.0
115.0
7.8
113.9
12
99
95
Pass
2
4/18/18
18-057
A
-
10.0
115.0
9.6
114.1
12
99
95
Pass
3
4/18/18
18-057
A
--
10.0
115.0
7.9
112.9
12
98
95
Pass
4
4/18/18
18-057
A
10.0
115.0
8.0
113.7
12
99
95
Pass
5
4/18/18
18-057
A
10.0
115.0
7.3
112.2
12
98
95
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
1
Building Pad Fill: Southwest Corner
-1.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
2
Building Pad Fill: Southeast Corner
-1.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
3
Building Pad Fill: Center
-1.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
4
Building Pad Fill: Northeast Corner
-1.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
5
Building Pad Fill: No Corner
-1.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
Remarks
Comments -
Pass: Density Pass -
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
1"Backscatter". Gauge calibration data on file with the testing agency.
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROFER1 Y- OF: Page 1 of 1
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS'iS RESERVED
PENDING OUR WRITTEN APPROVAL.
Ardaman Soil Nuclear Gauge
& Associates, Inc Report Date: 5/10/2018
Test Method: ASTM D 6938
Port St. Lucie Branch
Florida CA No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie, FL 34986
Phone:772-878-0072
Client: Project:
Timothy Wilson 113-18-64-5432
7804 Fort Walton Avenue 7804 Fort Walton Avenue
Fort Pierce, FL 34951 7804 Fort Walton Avenue
Fort Pierce, FL
Test. Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
M
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
N
Remark
1
4/18/18
18-057
A
10.0
115.0
7.8
113.9
12
99
95
Pass
2
4/18/18
18-057
A
10.0
115.0
9.6
114.1
12
99
95
Pass
3
1
1 4/18/18
1 18-057
A
--
10.0
115.0
1 7.9
1 112.9
12
98
95 1
Pass
4
4/18/18
18-057
A
—
10.0
115.0
8.0
113.7
12
99
95
Pass
5
4/18/18
18-057
A
--
10.0
115.0
7.3
112.2
12
98
95
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
_
Field Technician
1
Building Pad Fill: Southwest Corner
-1.0
Top of Pad
_
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
2
Building Pad Fill: Southeast Comer
_-1.0 -
Top of Pad'
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
3
Building Pad Fill: Center
_ _ _�—
-1.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
4
Building Pad Fill: Northeast-Corner---�
-1.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
-5-1
Building Pad Fill: Northwest Corner
-1.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
Remarks
Comments
Pass: Density Pass
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
1"Backscatter". Gauge calibration data on file with the testing agency.
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF . \Page 1 of 1
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED
PENDING OUR WRITTEN APPROVAL.
i
& Associates, Inc. I
Florida Certificate of Authorization No. 00005950
MODIFIED PRO
Project Name:
7804 Fort Walton Avenue
Project Location:
St. Lucie County, Florida
File Number:
18-5432
Client Name:
Timothv Wilson
1000.0
Z
O
Q
tY
t-
w
W 100.0
a
LL
0
120
Ardaman & Associates, Inc.
460 NW Concourse Place, Unit 1
Port St. Lucie, FL 34986
Phone (772) 878-0072
FAX (772) 878.0097
R (ASTM D-1557)
Date Sampled:
4/18/2018
Sampled By:
CF
Date Tested:
4/19/2018
Tested By:
CF
0 1 2 3 4 5 6 7 8 9 10 11 12 13
MOISTURE CONTENT (%)
15 16 17 18 19 20
110 I.uy�ylw4.... I''1....I....I....111li �ulp111liiiiliillpIliIIIIIIIIIt!IIIIIIInh!h
01
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
MOISTURE CONTENT (%)
LBR VALUE (%)
1 +4 MATERIAL (%)
1 -4 MATERIAL (%) I,
MAX. DRY
DENSITY (pcD
115.0
OPTIMUM
MOISTURE (%)
10.0
FINES (%)
Curves of 100% Satura0on
for Specific Gravity Equal to:
2.60
2.65
2.70 ------
,I� I ,
SAMPLE NUMBER: 18-057
SAMPLE DESCRIPTION: Brown Fine Sand with Rock andTrace Shell & Clay
SAMPLE LOCATION: Natural Ground =
PROPOSED USE: House Pad Fill
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be
reproduced exce t in full without the a roval of the t ti 16 t Th f
p pp es n9 a ora cry. a use o our name must
receive our written approval. Our letters and reports apply only to the sample tested and.or Inspected,
and are not indicative of the quantities of apparently Indentical or similar products.
'Z-�4-1&
Dan J. Zr (lack, .E.
Florida ' nse No. 63911
i
®, A rd a n n I W Con n u Associates, Inc.
460 NW Concourse Place, Unit 1
Port St. Lucie, FL 34986
& Associates,'lllC. Phone (772) 878-0072
FAX (772) 878-0097
Florida Certificate of Authorization No. 00005950
Project Name:
Project Location:
File Number:
Client Name:
1000.0
Z
O
Q
F
w
W 100.0
a
LL
O
0
MODIFIED PR
Florida
R (ASTM D-1557)
Date Sampled
Sampled By:
Date Tested:
Tested By:
1.01!I!I!I!I!II!I!I!I�I!II�I'!I�I�IIIIIII!I
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
MOISTURE CONTENT (%)
120
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
MOISTURE CONTENT (%)
4/18/2018
CF
4/19/2018
CF
LBR VALUE (%)
+4 MATERIAL (%)
-4 MATERIAL (%)
MAX. DRY
DENSITY (pco
115.0
OPTIMUM
MOISTURE (%)
10.0
FINES (%)
Curves of 100% Saturation
for Specific Gravity Equal to:
2.60
2.65 —-
2.70
I�
SAMPLE NUMBER: 18-057 _
SAMPLE DESCRIPTION: Brown Fine Sand with Rock andTrace Shell & Clay
SAMPLE LOCATION: Natural Ground
PROPOSED USE: House Pad Fill
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be -^
reproduced except in full without the approval of the testing laboratory. The use of our name must
receive our written approval. Our letters and reports apply only to the sample tested and.or inspected, ;t
and are not indicative of the quantities of apparently indentical or similar products.
JDanJ.rallack,'F'.E.
Floense No. 63911