HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
_Associates, Inc. Report Date: 12/14/2018
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
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BY
Client:
Kerns Construction
2701 Industrial Avenue 2
Fort Pierce, FL 34946
� alp .l 68 - �G37
Project:
113-18-64-5482
3803 11 Mile Road
3803 11 Mile Road
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.
M
Remark
1
11/8/18
18-203
A
--
11.5
110.5
9.9
108.6
12
98
95
Pass
2
11/8/18
18-203
A
--
11.5
110.5
7.7
109.1
12
99
95
Pass
3
11/8/18
18-203
A
--
11.5
110.5
10.0
108.5
12
98
95
Pass
4
11/8/18
18-203
A
-
11.5
110.5
11.7
108.3
12
98
95
Pass
5
11/8/18
18-203
A
--
11.5
110.5
12.6
108.0
12
98
95
Pass
6
11/9/18
18-203
A
--
11.5
110.5
8.5
106.7
12
97
95
Pass
7
11/9/18
18-203
A
-
11.5
110.5
9.1
105.8
12
96
95
Pass
8
11/9/18
18-203
1 A
-
11.5
1 110.5
1 8.7
1 1 77.8
1 12
98
95
Pass
e
'hest
Information ,
Test# ITest Location
1 Building Pad Fill: Permit Number 1808-0637. Southeast Corner of Pad.
2 Building Pad Fill: Permit Number 1808-0637. Northeast Corner of Pad.
3 Building Pad Fill: Permit Number 1808-0637. Northwest Corner of Pad.
4 Building Pad Fill: Permit Number 1808-0637. Southwest Corner of Pad.
5 Building Pad Fill: Permit Number 1808-0637. Center of Pad.
6 Building Pad Fill: Permit Number 1808-0637. Final Lift of Building Pad. NW Corner of
Pad
7 Building Pad Fill: Permit Number 1808-0637. Final Lift of Building Pad. SW Corner of
Pad
8 Building Pad Fill: Permit Number 1808-0637. Final Lift of Building Pad. SE Corner of
Pad
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
-1.0
Top of Fill
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
-1.0
Top of Fill
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
-1.0
Top of Fill
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
-1.0
Top of Fill
Troxier / T-3430 / 21330 /
Tech, Port St. Lucie
Top of Fill
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
-1.0
Top of Pad
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
-1.0
Top of Pad
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
-1.0
Top of Pad
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
Remarks Comments `
Pass: Density Pass Tests are "Direct Transmission" (Method A) unless probe depth.is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
RECEIVED
MAR 1 R ?PIQ
Permitting Department
St. Lucie,Counr.
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 1 of 2
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED
:r
PENDING OUR WRITTEN APPROVAL.
Soil Nuclear Gauge
Associates, Ind. Report Date: 12/14/2018
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:
Kerns Construction
2701 Industrial Avenue 2
Fort Pierce, FL 34946
Tesf, Results -
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
M)
In Place
Dry Density
(pcf)
9
11/9/18
18-203
A
--
11.5
110.5
8.9
106.2
Tesst Information
Test #
Test Location
Elevation
Reference
9
Building Pad Fill: Permit Number 1808-0637. Final Lift of Building Pad. NE Corner of
Pad
-1.0
Top of Pad
Remarks
Comments
Pass: Density Pass
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauae calibration data on file with the testina aaencv.
a
Project:
113-18-64-5482
3803 11 Mile Road
3803 11 Mile Road
Fort Pierce, FL
Probe
Depth
(in)
12 1 96 1 95
Gauge
Make / Model / SN ! Calibrated
Percent I Min Comp.
Compaction M
CPN / MC-3 / M330907151 /
Remark
Pass
Field Technician
Tech, Port St. Lucie
This item has been digitally signed and sealed by Branch
Manager Dan J. Zrallack, P.E. on Dec 17, 2018 using a
Digital Signature.
Printed copies of this document are not considered signed
and sealed and the SHA authentication code must be
verified on any electronic_copies --
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 2 of 2
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED
PENDING OUR WRITTEN APPROVAL.