HomeMy WebLinkAboutSoil Nuclear GaugeSoil Nuclear Gauge
Report Date: 1/21/2020
Test Method: ASTM D 6938
Port St Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Client: Project:
Andrew Berry 20-7861.00
2909 N 25th Street Perez Residence
Ft. Pierce, FL 34946 200'13ridlewood Way
Fort Pierce, FL 34945
Test Results
Test#
Retest
Of
Test
Date
-
ProctorlD
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
1/8/20
9906 - D1557
N/A
10.2
116.2
9.1
111.1
12
96
95 / 105
Pass
2
1/8/20
9906 - D1557
N/A
10.2
116.2
8.4
113.0
12
97
95 / 105
Pass
3
1 1/8/20
9906 - D1557
N/A
10.2
116.2
9.2
.112.2
12
97
95 / 105
Pass
4
1/8120
9906 - D1557
N/A
1012
116.2
9.1
112.4
12
97
95 / 105
Pass
5
1/8/20
9906 - D1557
NIA
10.2
116.2
9.8
111.3
12
96
95 / 105
Pass
6
1/8/20
9906 -131557
N/A
10.2
116.2
9.5
110.7
12
95
95 / 105
Pass
7
1/8/20
9906 - D1557
N/A
10.2
116.2
8.7
113.7
12
98
95 / 105
Pass
8
1/8/20
1 9906 - D1557
N/A
10.2
116.2
8.8
114.6
12
99
95 / 105
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
1
Below Slab Grade: House, NE Comer
0-1'
Troxler / T3440 / 27974 /
Liverman, Robert
2
Below Slab Grade: House, Center
0-1'
Troxler / T3440 / 27974 /
Liverman, Robert
3
Below Slab Grade: House, SW Comer
0-1'
Troxler / T3440 / 27974 /
Liverman, Robert
4
Below Slab Grade: Guest House, SW Comer
0-1'
Troxler / T3440 / 27974 /
Liverman, Robert
5
Below Slab Grade: Guest House, Center
0-1'
Troxler / T3440 / 27974 /
Liverman, Robert
6
Below Slab Grade: Guest House, NE Corner
0-1'
Troxler / T3440 / 27974 /
Liverman, Robert
7
Below Slab Grade: Garage, NE Corner
0-1'
Troxler / T3440 / 27974 /
Liverman, Robert
8
Below Slab Grade: Garage, Center
0-1'
Troxler / T3440 / 27974 /
Liverman, Robert
Remarks
Comments
) Q A II
A #
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.
1, 2, 3, 4, 5, 6, 7, 8: Below stripped surface 0-1, 1-2', HCP=40+, > 95
% Compaction, PASS. HCP tests are empirically correlated to the
relative density of the soil.
V L-F V CJ
RECEIVED
JAN 2 2 2020
ST. Lucie County., permitting
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 2
Soil Nuclear Gauge
Client:
Project:
Report Date: 1/21/2020
Andrew Berry
20-7861.00
%ernro`'P.
Test Method: ASTM D 6938
2909 N 25th Street
Perez Residence
Port St Lucle
Ft. Pierce, FL 34946
200 Bridlewood Way
FBPECA#4930
Fort Pierce, FL 34945
607 NW commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Test Results
Optimum
Maximum
In Place
In Place
Probe
Min/Max
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
Test #
Of
Date
Proctor ID
Method
Classification
N
(pcf)
(%)
(pcf)
(in)
Compaction
(%)
Remark
9
1/8/20
9906 - D1557
N/A
10.2
116.2
9.1
112.9
12
97
95 / 105
Pass
Test Information
Gauge
Test #
Test Location
Elevation
Reference
Make / Model / SN / Calibrated
Field Technician
ILiverman,
9
Below Slab Grade: Garage, SW Comer
0-1'
Troxler / T3440 127974 /
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.
9: Below stripped surface 0-1, 1-2', HCP=40+, > 95 % Compaction,
PASS. HCP tests are empirically correlated to the relative density of
the soil.
\�X1111111/////
No 632
1/21 f2020
:d -..Kent, .E. Ir
4/,
0,fi isjon§1rE��er,# 8
//NAL
/111110
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 2 of 2