HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
Client: '-1")2 — 6�7'i - C qc -7-
Project:
Report Date: 8/8/2018
GHO Homes Corporation
15-0338.00
''FRNAT�NPv
Test Method: ASTM D 6938
590 NW Mercantile Place
Meadowood Golf & Country Club
Pon St. Lucie
Port St. Lucie, FL 34986
Fort Pierce, Florida
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
Pp
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
76
7/16/18
P-3
N/A
11.2
113.3
7.4
110.4
12
97
95 / 105
Pass
77
7/16/18
P-3
N/A
11.2
113.3
7.2
110.4
12
97
95 / 105
Pass
78
7/16/18
P-3
N/A
11.2
113.3
7.5
110.5
12
1 98
1 95 / 105 1
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
U-C7
Alcove•Stripped-SurfaceTot-S�Bent Pine oa ., NW comer_of ad .,-
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
C 77_:
Above-StnppeU7Su�ace'Cp-tT$8; Bent -Pine _1 o�SE.comer of pad T
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
CZB�-
pibove:Stripped: SSu ace: tof98 _BenfPinnFtoad, Centerof_pad _jr
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
Remarks
Comments
Pass: Tests results Comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
76, 77, 78: 1-2, 2-3 HCP=40+, > 95 % Compaction, PASS. HCP tests
are ernwrically correlated to the relative density of the soil.
Contractor Copy
RECEIVE
AUG 0 8 2018
> yr Permitting
..........
b 63219,e * - --- -
r.
loftFFgin 0 63218
Sta£&,q
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic. copies.
GF�
'4�RNA(�oNP
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Soil Nuclear Gauge
Report Date: 8/8/2018
Test Method: ASTM D 6938
Client:
GHO Homes Corporation
590 NW Mercantile Place
Port St. Lucie, FL 34986
-T7z — s1rq--
Project:
15-0338.00
Meadowood Golf & Country Club
Fort Pierce, Florida
Port St. Lucie, FL 34986
Phone: 772-924-3575I Fax: 772-9243580 vv •• �+1 �" f� " � ' �, �+`"' f ,_'�
Test Results
Optimum
Maximum
In Place
In Place
Probe
Min/Max
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
Test #
Of
Date
Proctor ID
Method
Classification
N
(pcf)
N
(pcf)
(in)
Compaction
N
Remark
76
7/16/18
P-3
N/A
11.2
113.3
7.4
110.4
12
97
95 / 105
Pass
77
7/16/18
P-3
N/A
11.2
113.3
7.2
110.4
12
97
95 / 105
Pass
78
7/16/18
P-3
N/A
11.2
113.3
7.5
110.5
12
98
95 / 105
Pass
Test
Information
Gauge
Test #
Test Location
Elevation
Reference
Make / Model / SN / Calibrated
Field Technician
GTB—
Above='S np ep dSu ace Lat 98 eL1i iR"e'Hn d-JVW corP�er�aii-W
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
c-77-
Above Stripped 'iface:.C�$B--Bent tie Road; SE-ccomer-of-,pad-#
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
8777-
Above Stripped Sarfac-e:Lot;98B Pine;Roaee7 6fpad
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
Remarks
Comments
Pass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge data file the testing
calibration on with agency.
RECEIVED
76, 77, 78: 1-2, 2-3 HCP=40+, > 95 % Compaction, PASS. HCP tests
are empirically correlated to the relative densitv of the soil.
-
AUG 0 8 2018
ST. Lucie
County, Permitting
FILE COPY
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
� .•�\CEN`SF.
_ y;�-�o 6321 §,�
0; Q1� ?918
Ke 'f,TAF<U�
i0ftFR n-' 63218
Staf& /,/�Ap !@,E
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
d0
a
Port St. Lucio
99PE CA# 4930
607 NW com od'ty Covo
Port St. Luce. Fl. 34966
Pnone: 772-92a-2575I Fa.: 772-924.3560
Soil nuclear Gauge
Report Date: 7/10/2018
Test Method: ASTM D 6938
Client:
GHO Homes Corporation
590 NW Mercantile Place
Port St. Lucie, FL 34986
Project:t-
15-0338.00
Meadowood Golf 8 Country Club
Fort Pierce. Florida
Test Results
Optimum
Maximum
In Place
In Place
Probe
MinlMax
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
Testy
Of
Date
ProctorlD
Method
Classification
{%)
(pcf)
(%)
(pcf)
(in)
Compaction
(%)
Remark
73
719118
P-3
N/A
11.2
113.3
9.7
110.2
12
97
95 / 105
Pass
74
7/9118
P-3
N/A
11.2
113.3
9.6
110.1
12
97
95 / 105
Pass
75
7J9l18
P-3
NIA
11.2
113.3
9.4
110.1
12
97
95 / 105
Pass
Test Information
Gauge
Test #
Test Location
Elevation
Reference
Make / Model I SN / Calibrated
Field Technician
73
Above Stripped Surface: Lot 98, Bent Pine Drive. Center of pad
0.1
Troxler / 3430 / 24566 /
Presson, Thomas
74
Above. Stripped Surface: Lot 98. Bent Pine Drive, SW corner of pad
0-1.
Troxler 134301 24566 /
Presson, Thomas
75
Above Stripped Surface: Lot 98, Bent Pine Drive. NE corner of pad
0.1
Troxler 13430 / 24566 /
Presson. Thomas
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.
73. 74, 75: 1-2 HCP=40+, > 95 % Compaction. PASS. HCP tests are
empirically correlated to the relative density of the soil
RECEIVED
��HN KNT
v �10ENSF •. '�
JUL 6 2�ii10 63218
ST. Lucie County, Permitting r_ `18 r
J {Cent, 5T& OF
tCl
P"Fp*'i-on6t �p®�etA18
Stas�nj�f"F(
00 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
O 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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Page 1 of 1
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