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Soil Nuclear Gauge
Report Date: 2/2/2018
Test Method: ASTM D 6938
Port St Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Client:
L & C Construction
2808 Sun Court
Port St. Lucie, FL 34953
Project:
14-3130.00
Holiday Out, Various Lots
Test Results
Optimum
Maximum
In Place
In Place
Probe
Min/Max
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
Test #
Of
Date
Proctor ID
Method
Classification
M
(pcf)
N
(pcf)
(in)
Compaction
N
Remark
1
2/1/18
P-1
N/A
8.0
105.0
7.7
102.2
12
97
95 / 105
2
2/1/18
P-1
N/A
8.0
105.0
8.1
101.2
12
96
95 / 105
3
2/1/18
P-1
N/A
8.0
105.0
1 8.6
1 101.6
1 12
97
95 / 105
Test
Information
Gauge
Test #
Test Location
Elevation
Reference
Make / Model I SN / Calibrated
Field Technician
1
Below Slab Grade: Lot 482, 10275 South Ocean Drive, Jensen Beach - Foundation
0-1
Troxler / T3440 / 27974 /
Barkley, Mark
Pad, Northeast Area (PERMIT # 17100579)
2
Below Slab Grade: Lot 482, 10275 South Ocean Drive; Jensen Beach - Foundation
0-1
Troxler / T3440 / 27974 /
Barkley, Mark
Pad, Center Area (PERMIT # 17100579)
3
Below Slab Grade: Lot 482, 10275 South Ocean Drive, Jensen Beach - Foundation
0-1
Troxler / T3440 / 27974 /
Barkley, Mark
Pad, Southwest Area (PERMIT # 17100579)
Remarks
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
1, 2, 3: Below Stripped Surface 0-1, 1-2 HCP=50+, > 95 %
Compaction, PASS. HCP tests are empirically correlated to the
relative density of the soil.
JUU-2S 2018
Permitting Department
St. Lucie County
C' \,\CENSF' 9ti�
* No.84146 �*
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y st Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1
9
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
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G579
Soil Nuclear Gauge
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Report Date: 2/2/2018
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Test Method: ASTM D 6938
Port SL Lucie
FBPE CA # 4930
-
WwW Commodity Cove
Port St. Lucie, FL34986
Phone: 772-924-3575 1 Fax:
772-924-3580
Client:
L & C Construction
2808 Sun Court
Port St. Lucie, FL 34953
Project:
14-3130.00
Holiday Out, Various Lots
Test Results
Test#
Retest
'Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
M
Maximum
Dry Density
(pcf)
In Place
Moisture
('/a)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
1
2/1118
P-1
NIA
8.0
105:0.
7.7
102.2
12
97
551105
2 .
211118
P-1
NIA
8.0
105.0
8.1
.101.2
12
96
95 / 105
3
211118
P-1
N/A
1 8.0
1 105.0
1 8.6 1
101.6 1
12
1 97
1 .95 /-105
Tes#
Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model l SN I Calibrated
Field Technician
1
Below Slab Grade: Lot 482, 10275 South Ocean Drive, Jensen Beach - Foundation
Pad, Northeast Area (PERMIT# 17100579)
0-1
Troxler / T3440 /27974 /
Barkley, Mark
2
Below Slab Grade: Lot 482, 10275 South Ocean Drive, Jensen Beach - Foundation
Pad, Center Area (PERMIT # 17100579)
0-1
Troxler / T3440 / 27974 /
Barkley, Mark
3
Below Slab Grade: Lot 482. 10275 South Ocean Drive, Jensen Beach - Foundation
Pad, Southwest Area (PERMIT # 17100579)
0-1
Troxler / T3440 / 27974 /
Barkley, Mark
Remarks
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
1, 2, 3: Below Stripped Surface 0-1, 1-2 HCP=50+, > 95 %
Compaction, PASS. HCP tests are empirically correlated to the
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* No. 84146 * _
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Test Reports -shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Page 1 of 1