HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
Client:
Project:
Report Date: 11/13/2018
GHO Homes Corporation-
15-0338.00 _
Nnno�Pv
Test Method: ASTM D 6938
590 NW Mercantile Place
Meadowood Golf & Country Club
Port St. Lucie
Port St. Lucie, FL 34986
Fort Pierce, Florida
FBPE CA # 4930
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
85
11/2/18
P-3
N/A
11.2
113.3
9.7
110.4
12
97
95 / 105
Pass
86
11/2/18
P-3
N/A
11.2
113.3
9.5
110.8
12
98
95 / 105
Pass
87
1112/18
P-3
N/A
1 11.2
113.3
9.5
110.9
1 12
1 98
95 / 105 1
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
85
Below Slab Grade: Lot 56, 2664 Conifer Dr, NW comer of pad
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
86
Below Slab Grade: Lot 56, 2664 Conifer Dr, SE comer of pad
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
87
Below Slab Grade: Lot 56, 2664 Conifer Dr, Center of pad
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
Remarks
Pass: Tests results comply with specifications
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
85, 86, 87: 1-2 HCP=40+, > 95 % Compaction, PASS. HCP tests are
em iricall correlated to the relative density of the soil.
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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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