HomeMy WebLinkAboutSOIL NUCLEAR GAUGEE
Soil Nuclear Gauge
Client:
Project:
A
Report Date: 8/22/2019
Test Method: ASTM D 6938
Hector Luna
P.O. Box 13736
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19-4423,00
1233 S. Brocksmith Road
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Pont St Lucie
FBPE CA 04930
Fort Pierce, FL 34979
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Fort Pierce, FL
607NWCcia. i34Cove
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Pori St Lurie, FL
Phone:772-924-35761 772-9243580
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Fax:
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Test Results
Test #
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pef)
Probe
Depth
In
Percent
Compaction
Min/Max
Comp.
N
Remark
1
8/21119
P-1
NIA
10.8
115.2
8.9
111.7
12
97
95/105
Pass
2
8/21119
P-1
N/A
10.8
115.2
9.6
110.5
12
96
95/105
Pass
3
8/21119
P-1
NIA
10.8
115.2
9.0
112.6
12.
98
95/105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN / Calibrated
Field Technician
1
Above Stripped Surface: West metal building pad, SE Comer
1-2'
Troxler / T3440127974 /
Liverman, Robert
2
Above Stripped Surface: West metal building pad, Center
1-2'
Troxler / T3440 / 279741
Livennan, Robert
3
Above Stripped Surface: West metal building pad, NW Comer
1-2'
Troxler / T3440 / 27974 /
Livennan, Robert
Remarks
Comments
Pass: Tests results comply with specifications
Tests ans'Direct Transmission' (Method A) unless probe depth is noted as
'BackscatteP. Gauge calibration data on file with the testing agency.
1, 2, 3: 0-1' HCP=50+, > 95 % Compaction, PASS. HCP tests are
-nnn'rically correlated to the relative density of the soil.
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13T: 6Y0.14
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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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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