HomeMy WebLinkAboutSOIL NUCLEAR GAUGEORN
'
Port St. Lucie
FBPE CA # 4930
621 NW Enterprise Drive
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: T72-924-3580
Soil Nuclear Gauge
Report Date: 8/9/2017
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
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3, %;Test Results
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Test #
Retest
Of
Test
Date
Proctor ID
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
46
8/8/17
P-3
N/A
11.2
113.3
6.9
108.8
12
96
95 / 105
Pass
47
8/8/17
P-3
N/A
11.2
113.3
6.3
109.0
12
96
95 / 105
Pass
�. 48
8/8/17
P-3
N/A
11.2
113.3
6.7
109.6
12
97
95 / 105
Pass
f Test
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
46
Below Slab Grade: Lot 97, Foundation pad, southeast corner
0-1
Troxler T3430 22260
Barkley, Mark
47
Below Slab Grade: Lot 97, Foundation pad, center area
0-1
Troxler T3430 22260
Barkley, Mark
48
Below Slab Grade: Lot 97, Foundation pad, northwest corner
0-1
Troxler T3430 22260
Barkley, Mark
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. I
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* No. 83307 * _
STATE OF
%��S'• FCORIDP•.•''G����
TestReports 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.
RECEIV-D AUG 2 9'1017 .
Soil Nuclear Gauge
client:
Project:
Report Date: 8/9/2017
GHO Homes Corporation
15-0338.00
P
Test Method: ASTM D 6938
590 NW Mercantile Place
Meadowood Golf & Country Club
W
Port L i cie
Port St. Lucie, FL 34986
Fort Pierce, Florida
(d
FSPE CA 6 4930
04
521 NW Enterprise 06ve
'
Port St. Wde, FL 34996
Phone: 772.924-35751Faw 772-924.3580
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Test Results
Test #
Retest
Of
Test .
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%
Maximum
Dry Density
(pc
In Place
Moisture
M
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(%)
Remark
46
818/17
P-3
NIA
11.2
113.3
6.9
108.8
12
96
95 / 105
Pass
47
818/17
P-3
NIA
11.2
113.3
6.3
109.0
12
96
951105
Pass
48
818/17
P-3
NIA
112
113.3
6.7
109.6
12
1 97
1 95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN
Field Technician
46
Below Slab Gra0e. Lot 97, F ndation pad, southeast comer
0-1
Troxler T3430 22260
Barkley, Mark
47
Below Slab Grade: o , Foundation pad• center area
0-1
Troxier T3430 22260
Barkley, Mark
48
Below Slab Grade: Lot 97, Foundation pad, northwest comer
0-1
Troxler T3430 22260
Barkley, Mark
Remarks
Comments
Pass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"8ackscatter". Gauge calibration data on rile with the testing agency.
♦��` G• LEO)V
�,`Q' �,�cErvsF cG�
No.8330
4:gr Z
Q . STATE OF
ONAL `�� �`�♦
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