HomeMy WebLinkAboutSOIL NUCLEAR GAUGERN7no"
Port St. Lucle
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucle. FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Soil Nuclear Gauge Client:T I P rr) Pest:
Report Date: 8/16/2018 Larry Prev 1-8742.00
Test Method: ASTM D 6938 210 N Brocksmith Road 210 N Brocksmith Road
Ft. Pierce, FL 34945 Ft Pierce, FL
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
('/e)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
1
8/15/18
P-1
N/A
11.1
112.3
9.7
108.9
12
97
95 / 105
Pass
2
8115/18
P-1
N/A
11.1
112.3
9.9
107.6
12
96
95 / 105
Pass
3
8/15/18
P-1
N/A
11.1
112.3
10.4
1 108.1
1 12
96
1 95 / 105
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
1 -
Below Slab Grade: Guest house, foundation pad, SE section
0-1
Troxler / 3430 / 24566 /
Liverman, Robert
2
Below Slab Grade: Guest house, foundation pad, Center section
0-1
Troxler / 3430 / 24566 /
Liverman, Robert
3
Below Slab Grade: Guest house, foundation pad, NW section
0-1
Troxler / 3430 / 24566 /
Liverman, Robert
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.
1, 2, 3: 1-2, 2-3 HCP=50+, > 95 % Compaction, PASS. HCP tests are
empirically correlated to the relative density of the soil.
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