HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
Report Date: 11/26/2019
Test Method: ASTM D 6938
Port St. Lucie
FBPE CA# 4930
607 NW Commodity Cove
Port St Lude, FL M986
Phone: 772-92435751 Fm: 772-9243580
Client:
Doyle Masonry, Inc.
P.O. Box 12339
Fort Pierce, FL 34979-2339
Project: 5�
17-6476.00
Doyle Masonry, Inc. 2017-2018 Master
Agreement
Various Locations
FL
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
pef)
In Place
Moisture
%)
In Place
Dry Density
pc
Depth
(In)
Probeig/
/Max
mp.
%)
Remark
96
11/22/19
8797 T180
N/A
11.2
110.1
7.7
108.1
12/105
Pass
97
11/22/19
8797 T180
N/A
11.2
110.1
8.0
108.1
12/105
Pass
98
11/22/19
8797 T180
N/A
11.2
110.1
8.0
107.6
12
105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
96
Above Stripped Surface: 5175 Southwind Trail, NW Corner
0-1'
Troxler / T3430 / 250921
Bergeron, Jason
97
Above Stripped Surface: 5175 Southwind Trail, Center
0-1'
Troxler/ T3430 / 25092 /
Bergeron, Jason
98
Above Stripped Surface: 5175 Southwind Trail, BE Corner
0-1'
Troxler / T3430 1250921
Bergeron, Jason
Remarks
Comments
SCANNED
BY
Pass: Tests results comply with specifications
Tests are 'Direct Transmission' (Method A) unless probe depth is noted as
'Backscafter°: Gauge calibration data on file with the testing agency.
96, 97, 98: 1-2', Below stripped surface 0-1, 1-2', HCP=50+, > 95 %
Compaction, PASS. HCP tests are empirically correlated to the
relative density of the soil.
RFC
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SCANNED
BY
St. Lucie County
St. Lucia f'
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Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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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