HomeMy WebLinkAboutSoil Nuclear GuageSoil Nuclear Gauge
Client:
Project:
Report Date: 9/30/2019
Travis Haag and Leanna Haag
19-3029.01
CRNAT�NPV
Test Method: ASTM D 6938
6789 South Indian River Drive
Haag One Story Garage/Office - CMT
Port St Luae
Fort Pierce, FL 34982
6789 South Indian River Dr
FBPE CA # 4930
Fort Pierce, FL
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
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)
(%)
(pcf)
(in)
Compaction
(%)
Remark
1
9/30/19
P-1
N/A
11.2
107.6
9.9
106.9
12
99
95 / 105
Pass
2
9/30/19
P-1
N/A
11.2
107.6
10.4
104.8
12
97
95 / 105
Pass
3
9/30/-19
_ P-1
N/A
1 11.2-
1 107.E
1 -10.7
1 103.2
12
96
95 / 105
Pass
Test
information
Gauge
Test #
Test Location
Elevation
Reference
Make / Model / SN I Calibrated
Field Technician
1
Above Stripped Surface: Garage/Office pad, SE Comer
1-2'
Troxler / T3440 / 27974 /
Liverman, Robert
2
Above Stripped Surface: Garage/Office pad, Center
1-2'
Troxler / T3440 / 27974 /
Liverman, Robert
3
Above Stripped Surface: Garage/Office pad, NW Corner
0-1'
Troxler / T3440 / 27974 /
Liverman, Robert
Remarks
Comments
RECEIVED
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.
1, 2: 0-1', Below stripped surface 0-1, 1-2', HCP=40+, > 95 %
NOV 141019
Compaction, PASS. HCP tests are empirically correlated to the
relative density of the soil.
3: Below stripped surface 0-1, 1-2', HCP=40+, > 95 % Compaction,
Permitting Department
PASS. HCP tests are empirically correlated to the relative density of
St. Lucie County
the soil.
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