HomeMy WebLinkAboutSOIL NUCLEAR GAUGE/V/ 0 -n�) 1)
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Soil Nuclear Gauge +
Client:
Project:
pQR
Report Date: 4/1/2019
Southern City Development, LLC
Oak
19-1153.00
City Development 2019 Master
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Test Method: ASTM D 6938
5900 Silver DriveSouthern
Depp�t: cy
Port.St..Lucle_- �tn9_}-Cpu�-
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Fort 82
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Agreement
Various-Locations--
FBPECA#4930 petto Luce
607 NW Commodity Cove Sr'
- -
-
FL
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
DryDensity
Moisture
Dry Density
Depth
Percent
Comp.
Test #
Of
Date
Proctor ID
Method
Classification
N
(pcf)
N
(pcf)
(in)
Compaction
N .
Remark
36
2/4/19
8816 D1557
N/A
11.1
105.5
9.6
102.7
12
97
95 / 105
Pass
40
2/7/19
8816 D1557
N/A
11.1
105.5
10.0
104.0
12
99
95 / 105
Pass
41-
2/7/19
8816 D1557
N/A
11.1
105.5
9.2
103.5
12
98
95 / 105
Pass
42
2M19
8816 D1557
N/A
11.1
105.5
10.0
103.2
12
98
95 / 105
Pass
72
3/18/19
8866 - T180
N/A
10.6
114.6
10.0
116.0
12
101
981105
Pass
73
3/18/19
8866 - T180
N/A
10.6
114.6
7.8
115.4
12
101
98 / 105
Pass
74
3/18/19
8866 - T180
N/A
10.6
114.6
10.1
115.7
12
101
98 / 105
Pass
75
3/18/19
8866 - T180
N/A
10.6
114.E
9.1
115.8
12
101
98 / 105
Pass
Test
Information
Gauge
Test #
Test Location
Elevation
Reference
Make / Model / SN / Calibrated
Field Technician
36
Above Stripped Surface: Dixieland Town homes, Building 2 261 & 263 Dixieland Drive,
2-3'
Troxler / 3430 / 24566 /
Liverman, Robert
Ft Pierce, NW Comer. Pif-81AQ
40
Above Stripped Surface: DiAelan n omes, Building 2 261 & 263 Dixieland Drive,
3-4'
Troxler / T3430 / 34784 /
Evans, Amber
Ft Pierce, SE comer. Permit 18100711
41
Above Stripped Surface: Dixieland Town homes, Building 2 261 & 263 Dixieland Drive,
3-4'
Troxler / T3430 / 34784 /
Evans, Amber
Ft Pierce, Center. Permit 18100711
42
Above Stripped Surface: Dixieland Town homes, Building 2 261 & 263 Dixieland Drive,
3-4'
Troxler / T3430 / 34784 /
Evans, Amber
Ft Pierce, NW comer. Permit 18100711
72
Footing: Dixieland Town homes, Building 2 261 & 263 Dixieland Drive, Ft Pierce, E
0-1
Troxler / T3430 / 36304 /
Smith, Johnnie
Side Permit 18100711
73
Footing: Dixieland Town homes, Building 2 261 & 263 Dixieland Drive, Ft Pierce, W
0-1
Troxler / T3430 / 36304 /
Smith, Johnnie
Section Permit 18100711
74
Footing: Dixieland Town homes, Building 2 261 & 263 Dixieland Drive, Ft Pierce, S
0-1
Troxler / T3430 / 36304 /
Smith, Johnnie
Side Permit 18100711
75
Footing: Dixieland Town homes, Building 2 261 & 263 Dixieland Drive, Ft Pierce, N
0-1
Troxler ` Vmk
mith, Johnnie
Side Permit 18100711
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�i
Remarks
Comments
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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 JOn Ken , E.
iD' C®.1b; I'ofessional Engineer.#,
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Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. �' i /
;3 0NAL 1\\\�
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
8
Page 2 of 2
Soil Nuclear Gauge
Report Date: 3/19/2019
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:
Southern City Development, LLC 19-1153.00
5900 Silver Oak Drive Southern City Development 2019 Master
Fort Pierce, FL 34982 Agreement
- -- - --- Various -Locations— -- -
FL
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)
N
(pcf)
(in)
Compaction
N
Remark
72
3/18/19
8866 - T180
N/A
10.6
114.6
10.0
116.0
12
101
981105
Pass
73
3118/19
8866 - T180
N/A
10.6
114.6
7.8
115.4
12
101
981105
Pass
74
3/18/19
8866 - T180
N/A
10.6
114.6
10.1
115.7
12
1 101
1 98 / 105
Pass
75
1
3/18/19
8866 - T180
N/A
10.6
114.6
9.1
115.8
12
101
98 / 105
Pass
Test
Information
Gauge
Test #
Test Location
Elevation
Reference
Make / Model / SN / Calibrated
Field Technician
72
Footing: Dixieland, Building 2, Permi 1!8,1,007;1�E Side
0-1
Troxler / T3430 / 36304 /
Smith, Johnnie
73
Footing: Dixieland, Building 2, Permit 18100711, W Section
0-1
Troxler / T3430 / 36304 /
Smith, Johnnie
74
Footing: Dixieland, Building 2, Permit 18100711, S Side
0-1
Troxler / T3430 / 36304 /
Smith, Johnnie
75
1 Footing: Dixieland, Building 2, Permit 18100711, N Side
0-1
Troxler / T3430 / 36304 /
Smith, Johnnie
Remarks 11
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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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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