HomeMy WebLinkAboutSOIL COMPACTIONSoil Nuclear Gauge
Client:
Project:
0�1
Report Date: 9/14/2020
Century Complete
20-1778.02
Test Method: ASTM D 6938
1153 Malabar Road, Suite 8
Century Complete Saint Lucie County - CM
Pon St. Luce
Palm Bay, FL 32907
Saint Lucie County
FBPE CA # 4930
FL
607 NW Commodity Cove
Pod St. Lucie. FL 34986
Phone: 772-924-3575I Fa[: 772-924-3580
Test Results
In Place
In Place
Optimum
Maximum
In Place
Dry
Wet
Probe
Min/Max
Retest
Test
Soil
Moisture
Dry Density
Moisture
Density
Density
Depth
Percent
Comp.
Test#
Of
Date
ProctorlD
Method
Classification
%
(Pc
(%)
pcf)
pef)
(in)
Compaction
(%)
Remark
13
9/10/20
1701 - D1557
N/A
11.4
116.7
10.1
113.5
125.0
12
97
951105
Pass
14
9/10/20
1701 - D1557
N/A
11.4
116.7
10.4
114.2
126.1
12
98
95 / 105
Pass
15
9/10/20
1701 - D1557
N/A
11.4
116.7
10.7
113.5
125.6
12
97
95 / 105
Pass
Test Information
Gauge
Test #
Test Location
Elevation
Reference
Make / Model / SN I Calibrated
Field Technician
13
Below Slab Grade: 7002 Penny Lane, Lakewood Park, Fort Pierce, Permit # 1909-
2-3'
Troxler / 3430 / P-34784 /
Stone, Brent
0571, NW Comer
14
Below Slab Grade: 7002 Penny Lane, Lakewood Park, Fort Pierce, Permit At 1909-
2-3'
Tmxler 13430 / P-34784 /
Stone, Brent
0571, Center
15
Below Slab Grade: 7002 Penny Lane, Lakewood Park, Fort Pierce, Permit # 1909-
2-3
Troxler 13430 / P-34784 /
Stone, Brent
0571, SE Comer
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.
13, 14, 15: 0-1, 1-2' HCP=40+, > 95 % Compaction.
PASS. HCP
tests
are empirically correlated to the relative density of
the soil.
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