HomeMy WebLinkAboutSOIL NUCLEAR GAUGEPERMIT # 1901-0021
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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.
Soil Nuclear Gauge 9
Client:
Project: I
Gaps_
A
Report Date: 2/5/2019
GHO Homes Corporation
15-0338.00
Test Method: ASTM D 6938
590 NW Mercantile Place
Meadowoed Golf & Country Club
Port St. Lucia
Port St. Lucie, FL 34986
Fort Pierce, Florida
FBPE CA a 4930
607 NW Commodity Cwe
Pod St. Lucie, FL 34986
Phone:772-924-35761 Far. 772-924-3580
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
o )
Maximum
Dry Density
(PO
In Place
Moisture
%
In Place
Dry Density
p
Probe
Depth
Ih
Percent
Compaction
Min/Max
Comp.
N
Remark
88
2/1/19
P-3
NIA
11.2 .
113.3
10.2
109.9
12
97
95/ 105
Pass
89
211/19
P-3
NIA
11.2
113.3
9.7
111.4
12
98
95/105
Pass
90
2/1/19
P-3
N/A
11.2
113.3
10.1
108.5
12
96
95/ 105
Pass
Test Information
Test #
Test Location
I Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
88
Below Slab Grade: Lot 2056, 9628 Knollwood Lane, SW Comer
0-1'
Troxler 13430 / 24566 /
Liverman, Robert
89
Below Slab Grade: Lot 2056, 9628 Knollwood Lane, Center
0-1'
Troxler 13430 / 24566 /
Liverman, Robert
90
Below Slab Grade: Lot, 2056, 9628 Knollwood Lane, NE Comer
1
10-1,
Troxler ,3430 / 24566 /
Liverman, Robert
Remarks
Comments
��
I 'Y
e'er ��+A.
I
Pass: Tests results comply with specifications
Tests are'Direct Transmission' (Method A) unless probe depth is noted es
'BackscatteP. Gauge calibration data on file with the testing agency.
�� ® RECEIVED
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Soil Nuclear Gauge
Report Date: 2/2212019
Test Method: ASTM D 6938
port St Lucie
FBPE CA #4930
607 NW Commodity Cove
Port St Lucie, FL 34986
Phone: 772-92435751 Fac 772-9243580
Client:
GHO Homes Corporation
590 NW Mercantile Place
Port St. Lucie, FL 34986
i
Project:
15-0338.00
Meadowood Golf & Country Club
Fort Pierce, Florida
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
(pcf)
In Place
Moisture
%
In Place
Dry Density
(p
Probe
Depth
In
Percent
Compaction
Min/Max
Comp.
%)
Remark
91
2/4119
P-3
N/A
11.2
113.3
9.4
109.0
10
96
95/105
Pass
92
214/19
P-3
WA
11.2
113.3
11.0
108.5
10
96
95/ 105
Pass
93
2/4/19
P-3
N/A
11.2
113.3
9.7
109.4
10
97
951105
Pass
Test Information
l
i
Test#
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
91
Below Slab Grade: Lot 2056, 9626 Knollwood Lane, SW side.
0-10"
Troxler/ T3430 / 34784 /
Evans, Amber
92
Below Slab Grade: Lot 2056, 9626 Knollwood Lane, Center.
0.10"
Troxler/ T3430 / 34784 /
Evans, Amber
93
Below Slab Grade: Lot 2056, 9626 Knollwood Lane, NE side.
0-10"
Troxler / T3430 / 34784 /
Evans, Amber
Remarks
Comments
ooe ngacette"
daa ;,n' -,
Pass: Tests results comply with specifications
runless etath i"tad as
Tksa'Direct
c Gauge calibration on filMethod e with the testing agency.
PERMIT # 1901-0021
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.
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