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Soil Nuclear Gauge
Client:
Project:
Report'Date: 1/22/2018
Golden Ponds
18-4034.00
Test Method: ASTM D 6938
1800 Golden Ponds Dr.
Golden Ponds
Port Sty. Lucie
Ft. Pierce, FL 34945
1795 Stoneybrook Drive
FBPECA#4930
Fort Pierce, FL
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(%)
Remark
1
1/19/18
P-1
N/A
10.0
112.0
9.4
109.8
12
98
95 / 105
Pass
2
1/19/18
P-1
N/A
10.0
112.0
4.8
112.6
12
101
98 / 105
Pass
3
1/19/18
P-1
N/A
10.0
112.0
7.5
110.2
12
98
98 / 105
Pass
4
1/19/18
P-1
N/A
10.0
112.0
6.9
110.3
12
98
98 / 105
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model / SN I Calibrated
Field Technician
1
Below Slab Grade: Addition, Foundation Pad, SW Section
0-1
Troxler / 3430 / 29796 /
Smith, Johnnie
2
Below Slab Grade: Driveway, West Side
0-1
Troxler / 3430 / 29796 /
Smith, Johnnie
3
Below Slab Grade: Driveway, Center area
0-1
Troxler / 3430 / 29796 /
Smith, Johnnie
4
Below Slab Grade: Driveway, East Side
0-1
Troxler / 3430 / 29796 /
Smith, Johnnie
Remarks
Comments
Pass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
1: 1-2, 2-3 HCP=70+, > 95 % Compaction, PASS. HCP tests are
empirically correlated to the relative density of the soil.
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