HomeMy WebLinkAboutSOIL NUCLEAR GAUGEis
Soil Nuclear Gauge
Client:
Project:
OF
Report Date: 9/2912016
Southern Utilities and Construction, LLC
16-1365.00
Test Method: ASTM D 6938
4206 Sunrise Boulevard
6000 Orange Avenue
Port St Lucie
Fort Pierce, FL 34982
Fort Pierce, Florida
FBPE CA # 4930
nve
521 NW EMaud.. FL
Lude, FL 34986
Pon 986
e-
Phone: T/2-924.3575Faz: 772-924-3590
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
(%
In Place
Dry Density
(pcf)
Probe
Depth
(In)
Percent
Compaction
MinlMax
Comp.
N
Remark
15
9/29116
P-3
N/A
11.5
108.7
10.2
105.5
12
97
95 / 105
Pass
16
9129116
P-3
N/A
11.5
108.7
9.8
107.6
12
99
95/ 105
Pass
17
9129/16
P-3
N/A
11.5
108.7
10.3
106.6
12
98
95 / 105
Pass
Test Information
Test #
Test Location I
Elevation
Reference
Gauge
Make / Model I SN
Field Technician
15
Below Slab Grade: Dumpster pad, northwest corner
0-1
Troxler T3430 22260
Liverman, Robert
16
Below Slab Grade: Dumpster pad, center
0-1
Troxler T3430 22260
Liverman, Robert
17
Below Slab Grade: Dumpster pad, southeast comer 1
10-1
Troxler T3430 22260
Liverman, Robert
Remarks
I Comments
Pass: Tests results comply with specifications
Tests are'Direct Transmission' (Method A) unless probe depth is noted as
'Backscattef. Gauge Calibration data on file with the testing agency.
SCANNEV
BY
St. Lucie Counts
p1r1W 3 " I P
Y4
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
,'W ,4f "!"A
QO: ��C E N S';
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
<NI00675
* 9j29i201f
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r
Soil Nuclear Gauge
Client:
Project:
QNRA,
Report Date: 9/29/2016
Southern Utilities and Construction, LLC
16-1365.00
Test Method: ASTM D 6938
4206 Sunrise Boulevard
6000 Orange Avenue
Port St. Lucle
Fort Pierce, FL 34982
Fort Pierce, Florida
FBPE CA # 493D
521 NW Enterprise Drive
Port St Lude, FL 34986
Phene: 772-92436751 Far. M-924-3580
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pc
In Place
Moisture
%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
%)
Remark
12
9/29/16
P-3
N/A
11.5
108.7
10.0
106.5
12
98
951 105
Pass
13
9/29116
P-3
N/A
11.5
108.7
10.7
108.0
12
99
95 / 105
Pass
14
9/29/16
P-3
N/A
11.5
108.7
11.1
105.9
12
97
951105
Pass
Test Information
Test #
Test Location I
Elevation
Reference
Gauge
Make I Model I SN
Field Technician
12
Below Slab Grade: Fuel container pad, northwest corner
0-1
Troxler T3430 22260
Liverman, Robert
13
Below Slab Grade: Fuel container pad, center
0-1
Troxler T3430 22260
Liverman, Robert
14
Below Slab Grade: Fuel container pad, southeast comer
0.1
Troxler T3430 22260
Liverman, Robert
Remarks
I 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.
gEP 2 % 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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