HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
Report Date: 10/24/2019
Test Method: ASTM D 6938
Port St. Lucia
FBPE CA#4930
607 MY Commodity Cove
Pod St Lucie, FL 34986
Phone:7r2-924.35751 Fax: 772-924-3580
Client:
GHO Homes Corporation
590 NW Mercantile PlaceSCANNED
Port St. Lucie, FL 34986 BY
St. Lucie County
Project: 19 01 - o (p(7";'
15-0338.00
Meadowood Golf & Country Club
Fort Pierce, Florida
- - Test Results
Test#
Retest
Of
Test
Date
'
ProctorlD
Method
Soil
Classification
Optimum
Moisture
%)
Maximum
Dry Density
(pef)
In Place
Moisture
(a/o)
In Place
Dry Density
(Pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
%)
Remark
130
10/22/19
P-3
N/A
11.2
113A
9.3
108.0
12
95
95/105
Pass
131
10/22/19
P-3
N/A
11.2
113.3
9.9
107.7
12
95
95 / 105
Pass
132
10/22/19
P-3
N/A
11.2
113.3
8.9
108.9
12
96
95/ 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model / SN I Calibrated
Field Technician
130
Above Stripped Surface: Lot 263/2994 Bent Pine Dr, NW Comer
0-1'
Troxler / T3430 /25092 /
Bergeron, Jason
131
AboStripped Surface: Lot 263/2994 Bent Pine Dr, Center
ve
0-1'
Troxler / T3430 / 25092 /
Bergeron, Jason
132
lAbove Stripped Surface: Lot 263/2994 Bent Pine Dr, SE Corner
0-1'
Troxler / T3430 / 25092 /
Bergeron, Jason
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.
130, 131, 132: 1-2% Below stripped surface 0-1, 1-2', HCP=50+, > 95
% Compaction, PASS. HCP tests are empirically correlated to the
relative density of the soil.
Op
Test Reports shall not be reproduced; except in full, without the written approval of GFA International Inc.
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