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Soil Nuclear Gauge
Report Date: 10/10/2016
Test Method: ASTM D 6938
Port St. Lucie
FBPE CA # 4930
521 NW Enterprise Drive
Port St. Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
Client:
Cason Construction Company
2300 Rutledge Avenue
Orlando, FL 32817
Project:
16-2445.00
11122 Orange Avenue
Fort Pierce, Florida
Test Results „
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
M
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
1
10/3116
P-1
N/A
12.3
105.7
10.6
102.3
12
97
951105
Pass
2
10/3/16
P-1
N/A
12.3
105.7
11.6
101.9
12
96
951105
Pass
3
10/3/16
P-1
N/A
1 12.3
105.7
11.5
1 104.1
1 12
1 98
1 95 / 105 1
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
1
Below Slab Grade: Addition Slab, Southwest Area
0-1
Troxler T3430 22260
Liverman, Robert
2
Below Slab Grade: Addition Slab, Center Area
0-1
Troxler T3430 22260
Liverman, Robert
3
Below Slab Grade: Addition Slab, Northeast Area
0-1
Troxler T3430 22260
Liverman, Robert
Remarks
Comments,
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.
W.M
0: E
•• O' 0671,
'O
: Donald W. Mc
'.Pro �l19A
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OCT 11 2016
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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