HomeMy WebLinkAboutSOIL NUCLEAR GAUGEGott nuclear Vduqu Client:
Project:
F Report Date: 4/15/2019 GHO Homes Corporation 15-0338.00
Test Method: ASTM D 6938 590 NW Mercantile Place
Meadowood Golf & Count
Club
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Port St. Lucie, FL 34986
Fort Pierce, Florida
Port SL Lucie
FBPECA#4930
607 NW Commodity Cove
Port St Lucie. FL 34986
Phone: 772-924-35751 Fac 772-924-3580
I
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
I Date
ProctorlD
Method
Classification
(%)
pc
(%)
pc
(in)
Compaction
%
Remark
100
!4/15/19
P-4
NIA
10.7
112.4
10.1
107.9
12
96
95 / 105
1 Pass
101
!4/15/1:
P-4
NIA
10.7
112.4
9.3
110.2
12
98
95 / 105
Pass
102
;4/15/1
P4
N/A
10.7
112.4
8.8
110.7
12
98
95 / 105
1 Pass
I
Test Information
Gauge
Test #
Test Location
Elevation
Reference
Make / Model / SN / Calibrated
Field Technician
100
Below Slab Grade: Lot 266, SW Comer
0-1'
Troxler / 3430 / 34151 /
Liverman, Robert
101
Below Slab Grade: Lot 266, Center
0-1'
Troxler / 3430 / 34151 /
Liverman, Robert
102
Below Slab Grade: Lot 266, NE Corner
0-1'
Troxler / 3430 1 IA151 /
I i -rman, Robert
Remarks
Comments
Pass: Tests results comply with specifications
Tests are 'Direct Transmission' (Method A) unless probe depth is noted as
'Backscalter'. Gauge calibration data on file with the testing agency.
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100, 101, 102: 1-2' HCP=50+, > 95 % Compaction, PASS. HCP tests
i
are empirically correlated to the relative density of the soil.
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Permitting Department
St. Lucie County
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