HomeMy WebLinkAboutSoil Nuclear GaugeSoil Nuclear Gauge
Client:
Project:
Report Date: 3/1/2016
Embassy Construction
16-0476.00
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Test Method: ASTM D 6938
6231 PGA Boulevard, Suite 104-166
8232 South Ocean Drive
Port St. Lucie
Palm Beach Gardens, FL 33418
Jensen Beach, Florida
#a930
MAR 04 2016
521 NW Enterprise Drive
521NW
RECEIVED
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Test Results
Test #
I2
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
1
2/29/16
P-1
N/A
8.0
129.0
2.5
129.8
6
101
98 / 105
Pass
2/29/16
P-1
N/A
8.0
129.0
2.8
130.4
6
101
98 / 105
Pass
3
2/29/16
P-1
N/A
8.0
129.0
2.7
128.2
6
99
98 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
1
Base Rock: Driveway at North Garage, Center
0 - 6"
Troxler T3430 36442
Rivera, Angel
2
Base Rock: Driveway at South Garage, Center
0 - 6"
Troxler T3430 36442
Rivera, Angel
3
Base Rock: Sidewalk, North Side of House, Center
0-6"
Troxler T3430 36442
Rivera, Angel
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 #
TestType
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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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