HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
Report Date: 10/4/2018
Test Method: ASTM D 6938
Port St. Lucie
FBPE CA of 4930
607 NW commodity Cove
Port St Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Client: Project:
Doyle Masonry, Inc. 17-6476.00
P.O. Box 12339 Doyle Masonry, Inc. 2017-2018 Master
Fort Pierce, FL.34979-2339 Agreement
Various Locations
FL
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification(pcf)
N134
Maximum
Dry Density
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
35
10/2/18
8188 D1557
N/A
100.3
12.8
97.8
12
98
95 / 105
Pass
36
10/2/18
8188 D1557
N/A
100.3
11.9
97.6
12
97
95/ 105
Pass
37
10/2/18
1 8188 D1557
N/A
1 13.4
1 100.3
12.3
96.5
1 12
1 96
1 95 / 105 1
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
35
Pad: 2035 Nettle Island Jenson Beach, NE Comer
0-1'
Humboldt / 5001 SD / 9086 /
Keller, Marcus
36
Pad: 2035 Nettle Island Jenson Beach, Center
0-1'
Humboldt 15001 SD / 9086 /
Keller, Marcus
37
Pad: 2035 Nettle Island Jenson Beach, SW Corner
0-1'
Humboldt / 5001 SD / 9086 /
Keller, Marcus
Remarks I Comments
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 testinq aqencv.
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Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
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