HomeMy WebLinkAboutSoil Nuclear GaugeSoil Nuclear Gauge
Report Date: 12/11/2017
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:
Cole Construction
497 S Brocksmith Road
Fort Pierce, FL 34954
/ -� / /, 0�p 7v/,
Project: bi �1,
17-6100.00
Cole Construction Master Agreement
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)
N
(pcf)
(in) _
Compaction
(%)
Remark
4
12/7/17
P-1
N/A
12.8
103.5
9.7
107.7
12
104
95 / 105
Pass
5
12/7/17
P-1
N/A
12.8
103.5
10.0
106.9
12
103
95 / 105
Pass
6
12/7/17
P-1
N/A
12.8
103.5
10.2
107.1
12
103
95 / 105
Pass
Test
Information
-
Gauge
Test #
Test Location
Elevation
Reference
Make / Model I SN I Calibrated
Field Technician
4
Below Slab Grade: 9620 Carlton Road, Port St Lucie, Southeast Corner of Foundation
0-1
Troxler / 3430 / 34151 /
Baker, Jeff.
pad
5
Below Slab Grade: 9620 Carlton Road, Port St Lucie, Northwest Corner of Foundation
0-1
Troxler / 3430 / 34151 /
Baker, Jeff
pad
6
1 Below Slab Grade: 9620 Carlton Road, Port St Lucie, Center of Foundation pad
0-1
Troxler / 3430 / 34151 /
Baker, Jeff
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.
4, 5, 6: 1-2, 2-3, 3-4, 4-5 HCP=40+, > 95 % Compaction, PASS. HCP
tests are empirically correlated to the relative density of the soil.
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