HomeMy WebLinkAboutSOIL NUCLEAR GAUGE REPORT0
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Soil Nuclear Gauge
Report Date: 2/28/2018
Test Method: ASTM D 6938
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Client: Project:
Cole Construction 17-6100.00 4 -'
497 S Brocksmith Road Cole Construction Master Agreement
Fort Pierce, FL 34954 Various Locations
FL
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
(%)
(pcf)
(%)
(pcf)
(in)
Compaction
(%)
Remark
7
2127/18
P-1
N/A
12.8
103.5
8.6
101.6
12
98
95 / 105
Pass
8
2/27/18
P-1
N/A
12.8
103.5
8.1
100.9
12
97
95 / 105
Pass
9
1
2/27118
P-1
N/A
12.8
103.5
8.3
100.5
12
97
95 / 105
1
Pass
Test
Information
Gauge
Test #
Test Location
Elevation
Reference
Make / Model / SN /Calibrated
Field Technician
7
Below Slab Grade: 2830 S. Brocksmith Rd. Ft. Pierce, NW Comer
0-1
Troxler / 3430 / 24566 /
Liverman, Robert
8
Below Slab Grade: 2830 S. Brocksmith Rd. Ft. Pierce, Center
0-1
Troxler / 3430 / 24566 /
Liverman, Robert
9
Below Slab Grade: 2830 S. Brocksmith Rd. Ft. Pierce, SE Corner
0-1
Troxler / 3430 / 24566 /
Liverman, Robert
Remarks
Comments
Pass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter'.
RECEIVED
Gauge calibration data on file with the testing agency.
7, 8, 9: 1-2, 2-3' HCP=50+, > 95 % Compaction, PASS. HCP tests are
empirically correlated to the relative densityof the soil.
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