HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
Report Date: 7/3/2018
Test Method: ASTM D 6938
Port St. Lucie
FBPE CA 04930
607 NW Commodity Cove
Port St. Lucie, FL 34966
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Client:
Mehaffey Construction, LLC
2564 SE Dixie Highway
Stuart, FL 34997
Project:
18-4399.00
Mehaffey Construction Group, Inc. 2018 Master
Agreement
Various Locations
FL
Test Results
Optimum
Maximum
In Place
In Place
Probe
MinlMax
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
Test #
Of
Date
Proctor ID
Method
Classification
(%)
(pcf)
(%)
(pcf)
(in)
Compaction
(°/,)
Remark
5
5/25/18
P-1
NIA
12.0
102.5
10.4
100.0
12
98
95 / 105
Pass
6
5/25/18
P-1
N/A
12.0
102.5
10.7
99.8
12
97
95 / 105
Pass
7
5/25118
P-1
NIA
12.0
102.5
10.4
99.0
12
97
1 95 / 105
Pass
Test Information
Gauge
Test #
Test Location
Elevation
Reference
Make I Model I SN I Calibrated
Field Technician
5
Below Slab Grade: 151 NE Naranja Ave, Port St Lucie, Southeast Comer
0-1
Troxler / T3430 / 22260 /
Baker, Jeff
6
Below Slab Grade: 151 NE Naranja Ave, Port St Lucie, Northwest Comer
0-1
Troxler / T3430 / 22260 /
Baker, Jeff
7
Below Slab Grade: 151 NE Naranja Ave, Port St Lucie, Center area
0-1
Troxler I T3430 / 22260 /
Baker, Jeff
Remarks
I Comments
Pass: Tests results Comply with specifications
Tests are 'Direct Transmission" (Method A) unless probe depth is noted as
'eackscatter'. Gauge calibration data on file with the testing agency.
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