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Soil Nuclear Gauge
Client:
Project:
Report Date: 9/15/2017
Cole Construction
17-6100.00
Test Method: ASTM D 6938
11961 Willis Road
Cole Construction Master Agreement
Port St. Lucie
Fort Pierce, FL 34945
Various Locations
FBPE CA # 4930
FL
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-9243575 1 Fax: 772-924-3580
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/Max
Comp.
N
Remark
1
9/6/17
P-1
N/A
12.8
103.5
7.6
101.4'
12
98
95 / 105
Pass
2
9/6/17
P-1
N/A
12.8
103.5
7.0
102.2
12
99
95 / 105
Pass
3
9/6/17
P-1
N/A
12.8
103.5
7.5
1 102.6
1 12
99
1 95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
1
Below Slab Grade: 5077 Tree Top Trail, Fort Pierce, North half foundation pad under barn,
northeast corner
0-1
Troxler 3430 29796
Liverman, Robert
2
Below Slab Grade: 5077 Tree Top Trail, Fort Pierce, North half foundation pad under barn,
center
0-1
Troxler 3430 29796
Liverman, Robert
3
Below Slab Grade: 5077 Tree Top Trail, Fort Pierce, North half foundation pad under barn,
southwest comer
0-1
Troxler 3430 29796
Liverman, Robert
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.
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