HomeMy WebLinkAboutSoil Nuclear GuagePon St Lucie
FBPE CA #4930
607 Kw commodity Cove
Port St Lucia, FL 34986
Phone:772-924-35751 Fax: 772-924-3580
19 0e6 " OZy
Soil Nuclear Gauge Client: Project:
Report Date: 10/912019 GHO Homes Corporation 15-0338.00
Test Method: ASTM D 6938 590 NW Mercantile Place Meadowood Golf & Country Club
Port St. Lucie, FL 34986 Fort Pierce, Florida
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
(%
In Place
Dry Density
(Pc
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
127
10/9119
P-4
N/A
10.7
112.4
8.4
106.9
12
95
951 105
Pass
128
1019119
P-4
N/A
10.7
112.4
8.0
107.3
12
95
95 / 105
Pass
129
1019/19
P-4
N/A
10.7
112.4
7.8
107.7
12
96
95/105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model 1 SN / CalibrateA
Field Technician
127
Above Stripped Surface: Lot 264, 3000 Bent Pine Dr, Permit #1908-0241, NW Comer
0-1'
Troxler/ T3440 / 279741
Bergeron, Jason
128
Above Stripped Surface: Lot 264, 3000 Bent Pine Dr, Permit #1908-0241, Center
0.1'
Troxler! T3440 / 27974!
Bergeron, Jason
129
Above Stripped Surface: Lot 264, 3000 Bent Pine Dr, Permit #1908-0241, SE Comer
I
Troxler / T3440 / 279741
JBergeron, Jason
Remarks _
Comments
Pass: Tests results comply with specifications
Tests are "Direct Trensmission' (Method A) unless probe depth is noted as
'Beckscatter. Gauge calibration data on file with the testing agency.
127, 128, 129: 1-2', Below stripped surface 0-1, 1-2', HCP=50+, > 95
Compaction, PASS. HCP tests are empirically correlated to the
relative density of the soil.
LRECEIVED
1 2019
ty, Permitting
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
.pNN.KFN��''�,
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No 63218
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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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M.
R
Port St Lucie
FBPE CA # 4930
607 NW Commodity Cove
y Pon St Lucie, FL 34986
Phone: 772-92435751 Fax: 772-9243590
I
Soil Nuclear Gauge
Report Date: 10/25/2019
Test Method: ASTM D 6938
Client:
GHO Homes Corporation
590 NW Mercantile Place
Port St. Lucie, FL 34986
19og-07N I
Project:
15-0338.00
Meadowood Golf & Country Club
Fort Pierce, Florida
_ Test Results
Optimum
Maximum
in Place
In Place
Probe
MInIMax
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
Test#
Of
Date
Proctor ID
Method
Classification
(%)
(p
%)
pcf)
(in)
Compaction
%
Remark
130
10/22/19
P3
NIA
11.2
113.3
9.3
108.0
12
95
95 / 105
Pass
131
10122/19
P-3
N/A
11.2
113.3
9.9
107.7
12
95
95/105
Pass
132
10/22/19
P3
WA
11.2
113.3
8.9
108.9
12
96
951105
Pass
Test Information
Gauge
Test #
Test Location
Elevation
Reference
Make / Model / SN / Calibrated
Field Technician
130
Above Stripped Surface: Lot 263/2994 Bent Pine Dr, NW Comer
0-1'
Troxler / T3430 125092 /
Bergeron, Jason
131
Above Stripped Surface: Lot 263/2994 Bent Pine Dr, Center
0-1'
Troxler / T3430 125092 /
Bergeron, Jason
132
Above Stripped Surface: Lot 263/2994 Bent Pine Dr, SE Comer
0-1'
Troxler / T3430 125092 /
Bergeron, Jason
Remarks Comments
Pass: Tests results comply with specifications Tests am "Direct Transmission' (Method A) unless probe depth is noted as
'Backscatler'.
Gauge calibration data on file with the testing agency.
RECEIVED
130, 131, 132: 1-2', Below stripped surface 0-1, 1-2', HCP=50+, > 95
% Compaction, PASS. HCP tests are empirically correlated to the
relative density of the soil
C L" F 2 5 2019
ST. Lucie County, Permitting
ONN K! qAf
\ � V%CENSc,
k ; No 6321 j
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.
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