HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
Client: AID
Project:
Report Date: 8/26/2019
Innovation Contracting, Inc. �� �"�
12757
19-5297.00
3595 N. Kings Highway
�4ea<now•.
Test Method: ASTM D 6938
P.O. BOX �,P��l Goy'
Ft. Pierce, FL 34979 5
Ft Pierce, FL
Pon St. w
�e410
FBPECA#4930
601 NW Commodity Cove
Por15t. Ludo. FL 34986
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Phone: 1']-M3575I Fax: 772-9243580
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N%)
Maximum
Dry Density
pc
In Place
Moisture
°/
In Place
Dry Density
pe
Probe
Depth
In
Percent
Compaction
Min/Max
Comp.
N
Remark
1
8121/19
P-1
N/A
11.0
115.9
8.8
109,9
12
97
951 105
Pass
2
8/21119
P-1
NIA
11.0
115.9
9,1
110.4
12
98
95/ 105
Pass
3
8/21/19
P-1
N/A
11.0
115.9
9.6
110.8
12
98
95/ 105
Pass
4
8121/19
P-1
N/A
11.0
115.9
9.0
112.7
12
100
951105
Pass
5
8/21/19
P-1
NIA
11.0
115.9
8.7
111.4
12
99
95/ 105
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model / SN / Calibrated
Field Technician
1
Below Bottom of Footing: NE Comer
0-1'
Troxler / T3440127974 /
Liverman, Robert
2
Below Bottom of Footing: NW Comer
0-1'
Troxler I T3440 127974 /
Liverman, Robert
3
Below Bottom of Footing: SW Comer
0-1'
Troxler / T3440127974 /
Liverman, Robert
4
Below Bottom of Footing: SE Corner
0-1'
Troxler/ T3440 / 27974/
Liverman, Robert
5
Below Bottom of Footing: Center
0-1'
Troxler/T3440127974 /
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 ale'wilh the testing agency.
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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.
Page 1 of 1
Soil Nuclear Gauge
Client:
Project:
OW
Report Date: 812612019
Innovation Contracting, Inc.
19-5297.00
Test Method: ASTM D 6938
P.O. BOX 12757
3595 N. Kings Highway
Part at. W41e
Ft. Pierce, FL 34979
Ft Pierce, FL
FBPECA94930
607 NW Commodity Cove
Pon St Lode, FL 34986
Phone' 772-924-3575 1 Fax; 772-9243680
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
%)
Maximum
Dry Density
pc
In Place
Moisture
%
In Place
Dry Density
ct)
Probe
Depth
in
Percent
Compaction
Min/Max
Comp,
N
Remark
1
8121/19
P-1
N/A
11.0
115.9
8.8
109.9
12
97
951105
Pass
2
8/21119
P-1
N/A
11.0
115.9
9.1
110.4
12
98
951 105
Pass
3
8121119
P-1
N/A
11.0
115.9
9.6
110.8
12
98
951105
Pass
4
8121/19
P-1
N/A
11.0
115.9
9.0
112.7
12
100
951105
Pass
5
8/21119
P-1
NIA
11.0
115.9
8.7
111.4
12
99
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make/ Model I SN / Calibrated
Field Technician
1
Below Bottom of Fooling: NE Comer
0-1'
Troxler I T3440127974 1
Liverman, Robert
2
Below Bottom of Footing: NW Comer
0.1'
Troxler / T3440 / 27974/
Liverman, Robert
3
Below Bottom of Footing: SW Comer
0-1'
Troxler / T3440 127974 /
Liverman, Robert
4
Below Bottom of Footing: SE Comer
0-1'
Troxler / T3440 / 27974 /
Liverman, Robert
5
Below Bottom of Fooling: Center
0-1'
Troxler / T3440127974 /
Liverman, Robert
Remarks
Comments '
Pass: Tests results comply with specifications
Tests are'Direct Transmission' (Method A) unless probe depth is noted as
'BackscatteP. Gauge calibration data on file wish Ne testing agency.
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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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Digitally signed printed copies,of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Page 1 of 1