HomeMy WebLinkAboutSOIL NUCLEAR GAUGE1 rc) 6 cal ,fr-
Soil Nuclear Gauge Client: Project:
Report Date: 9/25/2015 Paul Jacquin & Sons, Inc. 13-2491.00
�. Test Method: ASTM D 6938 7348 Commercial Circle Paul Jacquin & Sons, Inc. - Various Projects
Port St Lucie Fort Pierce, FL 34951
FBPE CA a 4930
521 NW Entemdse Ddve
Pod St Lucie, FL 34986
Phone: 772-924.35751 Fee 772-9243580 ,
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
p
In Place
Moisture
c/.)
In Place
Dry Density
pc
Probe
Depth
In
Percent
Compaction
Min/Max
Comp.
%
Remark
6
9/22/15
P-1
N/A
9.0
112.0
11.1
110.7
12
99
95/105
Pass
7
9122/15
P-1
N/A
9.0
112.0
9.2
111.5
12
100
95/105
Pass
8
9/22/15
P-1
N/A
9.0
112.0
9.1
112.2
12
100
95/105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model / SN
Field Technician
6
Slab on Grade: 8311 Holley Tree Lane, Port St. Lucie - Interior Slab Area, Center Area
0 - 1
Troxler T3430 22260
Thomas, Kenneth
7
Slab on Grade: 8311 Holley Tree Lane, Port St. Lucie - Interior Slab Area, Northwest End
0-1
Troxler T3430 22260
Thomas, Kenneth
8
Slab on Grade: 8311 Holley Tree Lane, Port St. Lucie - Interior Slab Area, Southeast End
0 - 1
Troxler T3430 22260
Thomas, Kenneth
Remarks
Comments
Related Tests
Pass: Tests results comply with specifications
Tests are'Direct Transmission" (Method A) unless probe depth is noted as'Backscaher'.
Gauge calibration data on file with the testing agency.
I Test #
I Related Test #
Test T e
SGAN4ED
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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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Page 1 of 1
l ra & o / s- 7-
Soil Nuclear Gauge
Report Date: 9/25/2015
Test Method: ASTM D 6938
Pont St. Lucie
FBPE CA # 4930
M NW Enterprise Cme
Pori St. Lucie, FL 34986
Phone:772-924-35751 Fax: 772-9243580
Client:
Paul Jacquin & Sons, Inc.
7348 Commercial Circle
Fort Pierce, FL 34951
Project:
13-2491.00
Paul Jacquin & Sons, Inc. - Various Projects
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
p
In Place
Moisture
e/a
In Place
Dry Density
pc
Probe
Depth
In
Percent
Compaction
6950,f1poms
Remark
6
9/22/15
P-1
N/A
9.0
112.0
11.1
110.7
12
99
Pass
7
9/22/15
P-1
N/A
9.0
112.0
9.2
111.5
12
100
Pass
8
9/22115
P-1
N/A
9.0
112.0
9.1
112.2
12
100
Pass
Test Information
Test #
Test Location I
Elevation
Reference
Gauge
Make / Model I SN
Field Technician
6
Slab on Grade: 8311 Holley Tree Lane, Port St. Lucie - Interior Slab Area, Center Area
0 - 1
Troxler T3430 22260
Thomas, Kenneth
7
Slab on Grade: 8311 Holley Tree Lane, Port St. Lucie - Interior Slab Area, Northwest End
0 - 1
Troxler T3430 22260
Thomas, Kenneth
8
Slab on Grade: 8311 Holley Tree Lane, Port St. Lucie - Interior Slab Area, Southeast End 1
10-1
Troxler T3430 22260
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 date on file with the testing agency.
I Test #
Related Test #
Test Type
21
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1