HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
Client: Project:
AReport
Date: 3/30/2018
Winfree Contracting, Inc. 16-3083.00
Test Method: ASTM D 6938
354 Cypress Dr. Suite 6 Winfree Contracting, Inc. - Various Projects
Pan St. Lucie 7 '�O� (',�u
Tequesta, FL 33469
0Nm 7 W Commodity Cave
Pod St Lucie, FL 34986 QaQ �Jn
Phone: 772-924-35751 Fax: 772-9, y�'
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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
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Camp.
N
Remark
1
3129/18
P-1
N/A
9.0
118.0
6.7
118.9
12
101
981 105
Pass
2
3/29/18
P-1
N/A
9.0
118.0
6.2
117.2
12
99
981105
Pass
3
3/29/18
P-1
N/A
9.0
118.0
6.6
115.9
12
98
98/ 105
Pass
4
3129/18
P-1
N/A
9.0
118.0
7.1
116.4
12
99
98/ 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
1
Subgrade: 3301 Orange Ave, Ft Pierce, See map location 1
0-1
Troxler / 3430 124566 /
Liverman, Robert
2
Subgrade: 3301 Orange Ave, Ft Pierce, See map location 2
0-1
Troxler / 3430 / 24566 /
Liverman, Robert
3
Subgrade: 3301 Orange Ave, Ft Pierce, See map location 3
0-1
Troxler 13430 / 24566 /
Liverman, Robert
4
Sidewalk: 3301 Orange Ave, Ft Pierce, See map location 4
0-1
Troxler / 3430 / 24566 /
Liverman, Robert
Remarks
I
Comments
Pass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth Is noted as
'Backscader. Gauge calibration data on file with the testing agency.
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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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