HomeMy WebLinkAboutSOIL NUCLEAR GAUGE 2-10-15■fc�rissii■
Pon St. Lucie
FBPE CA It 493D
521 NW Enterprise Drive
Port St. Lucie. FL 34986
Phone 772-924-35751 Fa*: 772-924-3560
Soil Nuclear Gauge
Report Date: 218/2016
Test Method: ASTM D 6938
Client:
Shell Subcontractors, Inc.
429 South Market Avenue
Fort Pierce, FL 34982
Project:
15-0301.00
Shell Subcontractors. Inc. - Vadous Projects
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Min/Max
Test Results
Test #
Retest
Of
Test
Date
Proctor lD
Method
Soil
Classification
Optimum
Moisture
°1
Maximum
Dry Density
cf)
In Place
Moisture
%
In Place
Dry Density
(pef)
Probe
Depth
(in)
Percent
Compaction
Comp.
°/)
Remark
7
2/8116
P-4
NIA
11.0
108.0
11.4
105.3
12
98
951105
Pass
8
2/8116
P4
NIA
11.0
108.0
11.5
106.2
12
98
951105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make 1 Model / SN
Field Technician
7
Below Footing Grade: 124 Queen Anne Court, Fort Pierce - East Footing
0-1
Troxter T3430 34784
Thomas, Kenneth
8
Below Footing Grade: 124 Queen Anne Court, Fort Pierce - South Footing
0 - 1
Troxler T3430 34784
Thomas, Kenneth
Remarks
Comments
Related Tests
Pass: 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 testing agency.
I Test #
I Related Test #
Test T�:d
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Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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Soil Nuclear Gauge
Client:
Project:
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Report Date: 2/8/2016
Shell Subcontractors, Inc.
15-0301.00
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Test Method: ASTM D 6938
429 South Market Avenue
Shell Subcontractors, Inc. - Various Projects
Port St. Lucie
Fort Pierce, FL 34982
FBPE CA # 4930
521 NW Enterprise Drive
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
7
2/8/16
P-4
N/A
11.0
108.0
11.4
105.3
12
98
95 / 105
Pass
8
218/16
P-4
N/A
11.0
108.0
11.5
106.2
12
98
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
7
Below Footing Grade: 124 Queen Anne Court, Fort Pierce - East Footing
0-1
Troxler T3430 34784
Thomas, Kenneth
8
Below Footing Grade: 124 Queen Anne Court, Fort Pierce - South Footing
0-1- _
Troxler T3430 34784
Thomas, Kenneth
Remarks
Comments
Related Tests
Pass: 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 testing agency.
I Test #
I Related Test #
Test Type
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� 2/8/2016
FEB 1 2 2016
Donald W. Moler, P.E ° CU
Public Works
�.0f9ssional-En6ineerfi0W
St. Lucie County, FL <:
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Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1