HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
Client:
Project:
Report Date: 7/24/2018
R Mossel Construction
17-7145.00
'•eRNAS1�NPV
Test Method: ASTM •D 6938
13450 NW 160th Street
R Mossel Construction 2017-2018 Master
Port St. Lucie
Okeechobee, FL34973
Agreement
FBPECA#4930
Various Locations
607 NW Commodity Cove
FL
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(ON
Remark
10
7/19/18
P-2
N/A
11.3
105.1
11.1
105.8
12
101
95 / 105
Pass
11
7/19/18
P-2
N/A
11.3
105.1
11.6
106.9
12
102
95 / 105
Pass
12
7/19/18
P-2
N/A
11.3
105.1
1 10.8
1 107.0
1 12
1 102
95 / 105
Pass
Test
Information
Test #
Test Location
Elevatiodo-1
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
10
Above Stripped Surface: 7901 Deer Park Road, Ft Pierce, NE section
0-1
Troxler / 3430 / 24566 /
Keller, Marcus
11
Above Stripped Surface: 7901 Deer Park Road, Ft Pierce, Center section
0-1
Troxler / 3430 / 24566 /
Keller, Marcus
12
Above Stripped Surface: 7901 Deer Park Road, Ft Pierce, SW section
Troxler / 3430 / 24566 /
Keller, Marcus_
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.,
RECEIVED
AUG' 0 7.2018
Permitting Department
St. Lucie County
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