HomeMy WebLinkAboutCompaction TestSoil Nuclear Gauge
Client:
Project:
Report Date: 6/6/2017
GHO Homes Corporation
15-0338.00
Test Method: ASTM D 6938
590 NW Mercantile Place
Meadowood Golf & Country Club
Port St. Lucie
Port St. Lucie, FL 34986
Fort Pierce, Florida
FBPE CA # 4930
521 NW Enterprise Drive
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(%)
Remark
43
6/2/17
P-3
N/A
11.2
113.3
3.0
111.5
12
98
95 / 105
Pass
44
612/17
P-3
N/A
11.2
113.3
2.6
111.5
12
98
95 / 105
Pass
45
1 6/2/17
1 P-3
N/A
1 11.2
1 113.3
1 2.7
1 112.8 1
12
1 100
1 95 / 105 1
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
43
Below Slab Grade: Lot MW-44, 2694 Conifer Drive, Foundation Pad, Southwest Section
0.1
Troxler T3430 22260
Smith, Johnnie
44
Below Slab Grade: Lot MW-44, 2694 Conifer Drive, Foundation Pad, Northeast Section
0-1
Troxler T3430 22260
Smith, Johnnie
45
Below Slab Grade: Lot MW-44, 2694 Conifer Drive, Foundation Pad, Center Section
0.1
Troxler T3430 22260
Smith, Johnnie
"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.
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Donald W. Idler, P.E. ..
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Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1
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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Port St. Lucie
FBPE CA p 4930
521 NW Enterprise Drive
Port St. Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
-Soil Nuclear Gauge
Report Date: 6/6/2017
Test Method: ASTM D 6938
Client:
GHO Homes Corporation
590 NW Mercantile Place
Port St. Lucie;'FL 34986
Project:
15-0338.00
Meadowood Golf & Country Club
Fort Pierce, Florida
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
(°/,)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
43
6/2/17
P-3
N/A
11.2
113.3
3.0
111.5
12
98
95 / 105
Pass
44
6/2/17
P-3
NIA
11.2
113.3
2.6
111.5
12
98
95 / 105
Pass
45
1
1 6/2/17
1 P-3
N/A
1 11.2
1 113.3
1 2.7
1 112.8
1 12
1 100
1 95 / 105 1
Pass
Test, Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
43
Below Slab Grade: Lot MW44, 2694 Conifer Drive, Foundation Pad, Southwest Section
0-1
Troxler T3430 22260
Smith, Johnnie
44
Below Slab Grade: Lot MW-44, 2694 Conifer Drive, Foundation Pad, Northeast Section
0-1
Troxler T3430 22260
Smith, Johnnie
45
Below Slab Grade: Lot MW-44, 2694 Conifer Drive, Foundation Pad, Center Section
0-1
Troxler T3430 22260
Smith, Johnnie
'Remark's
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.
# tit e 4 - oa v8
}
(S94 Cd�,�reY
PERMIT # 17040018
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
606706/06j20 V
Donald W. i*Ier, P.E.
fes 9r gn&er tt@lP5
o� lorida w:
�OR1op�•\�,�%
tv
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
0
Soil Nuclear Gauge
Client:
Project:
G��•.
Report Date: 11/13/2017
GHO Homes Corporation
15-0338.00
Test Method: ASTM D 6938
590 NW Mercantile Place
Meadowood Golf & Country Club
Port St. Lucie
Port St. Lucie, FL 34986
Fort Pierce, Florida
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Test Results
Test #
Retest
Of
Test
Date
Proctor lD
Method
Soil
Classification
Optimum
Moisture
M
Maximum
Dry Density
(pcf)
In Place
Moisture
M
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
43
6/2/17
P-3
N/A
11.2
113.3
3.0
111.5
12
98
95 / 105
Pass
44
6/2/17
P-3
N/A
11.2
113.3
2.6
111.5
12
98
95 / 105
Pass
45
6/2/17
P-3
N/A
11.2
113.3
2.7
112.8
12
100
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
43
Below Slab Grade: Lot MW-44, 2694 Conifer Drive, Foundation Pad, Southwest
Section
0-1
Troxler / T3430 / 22260 /
Smith, Johnnie
44
Below Slab Grade: Lot MW-44, 2694 Conifer Drive, Foundation Pad, Northeast Section
0-1
Troxler / T3430 / 22260 /
Smith, Johnnie
45
Below Slab Grade: Lot MW-44, 2694 Conifer Drive, Foundation Pad, Center Section
0-1
Troxler / T3430 / 22260 /
Smith, Johnnie
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.
N 0 U 17
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BY: .......................
0 4653
* /13/2017 =
8q1 H. Danforth, P.E. �
PTr4C%;
(�G STATE OF
- Zb Ian k4 er � �s3
Statb�prAL
�//1111111\\
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
•
0
Soil Nuclear Gauge
Report Date: 11/13/2017
Test Method: ASTM D 6938
Port St. Lucle
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Client:
GHO Homes Corporation
590 NW Mercantile Place
Port St. Lucie, FL 34986
Project:
15-0338.00
Meadowood Golf & Country Club
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
43
6/2/17
P-3
N/A
11.2
113.3
3.0
111.5
12
98
95 / 105
Pass
44
6/2/17
P-3
N/A
11.2
113.3
2.6
111.5
12
98
95 / 105
Pass
45
6/2/17
P-3
N/A
11.2
113.3
2.7
112.8
12
100
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN 1 Calibrated
Field Technician
43
Below Slab Grade: Lot MW-44, 2694 Conifer Drive, Foundation Pad, Southwest
Section
0-1
Troxler / T3430 / 22260 /
Smith, Johnnie
44
Below Slab Grade: Lot MW-44, 2694 Conifer Drive, Foundation Pad, Northeast Section
0-1
Troxler / T3430 / 22260 /
Smith, Johnnie
45
Below Slab Grade: Lot MW-44, 2694 Conifer Drive, Foundation Pad, Center Section
0-1
Troxler / T3430 / 22260 /
Smith, Johnnie
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.
d1 N O V 17 2017�
Ply: .......................
J� N. DAI.
* No.
_ * 017 =
P. _ H. Danforth
STATE' P:C�,. [!�,
t�'p/�'4`AL
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
0
Soil Nuclear Gauge
Client:
Project:
Report Date: 11/13/2017
GHO Homes Corporation
15-0338.00
%y�Far+nn�`'P
Test Method: ASTM D 6938
590 NW Mercantile Place
Meadowood Golf & Country Club
Port St. Lucle
Port St. Lucie, FL 34986
Fort Pierce, Florida
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
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
43
6/2/17
P-3
N/A
11.2
113.3
3.0
111.5
12
98
95 / 105
Pass
44
6/2/17
P-3
N/A
11.2
113.3
2.6
111.5
12
98
95 / 105
Pass
45
6/2/17
P-3
N/A
11.2
113.3
2.7
112.8
12
100
1 95 / 105 1
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model I SN / Calibrated
Field Technician
43
Below Slab Grade: Lot MW-44, 2694 Conifer Drive, Foundation Pad, Southwest
Section
0-1
Troxler / T3430 / 22260 /
Smith, Johnnie
44
Below Slab Grade: Lot MW-44, 2694 Conifer Drive, Foundation Pad, Northeast Section
0-1
Troxler / T3430 / 22260 /
Smith, Johnnie
45
Below Slab Grade: Lot MW-44, 2694 Conifer Drive, Foundation Pad, Center Section
0-1
Troxler / T3430 / 22260 /
Smith, Johnnie
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.
opt 1 q
201�
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
DA
QPJ' NS
* No 4 653
_ 1 3/2017 =
Egl V. Danforth, P.E. W-
n- STATE OF
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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