HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
Report Date: 4/15/2019
Test Method: ASTM D 6938
Port St Lucie
FBPECA#4930
607 NW Commodity Cove
Poet St Lucie, FL 34986
Phone: 772-92435751 Fax. 772-92 3580
Client:
GHO Homes Corporation
590 NW Mercantile Place
Port St. Lucie, FL 34986
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
pc
In Place
Moisture
%)
In Place
Dry Density
(pc
Probe
Depth
in
Percent
Compaction
Min/Max
,Comp.
(%
Remark
94
4/1/19
P-3
N/A
11.2
113.3
10.3
110.0
12
97
95/105
Pass
95
4/1119
P-3
N/A
11.2
113.3
9.4
108.6
12
96
95/ 105
Pass
96
411119
P-3
N/A
11.2
113.3
8.2
109.2
12
96
95/ 105
Pass
Test Information
Test #
Test Location
Elevation
I Reference
Gauge
Make I Model / SN / Calibrated
Field Technician
94
Below Slab Grade: Lot 3, 9627 Knollwood Lane, BE side.
0-1
Troxler / T3430 / 34784 /
Evans, Amber
95
Below Slab Grade: Lot 3, 9627 Knollwood Lane, NW side.
0-1
Troxler / T3430 / 34784 /
Evans, Amber
96
Below Slab Grade: Lot 3, 9627 Knollwood Lane, Center.
1
10-1
Troxler / T3430 / 34784 /
Evans, Amber
.Remarks
Comments
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AV
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.
94, 95, 96: 1-2' HCP=50+, > 95 % Compaction, PASS. HCP tests are
emniricaltv correlated to the relative density of the soil.
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5t. Lucie County
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Permitting t.ucieCountyent // ills t1tt�
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
Soil Nuclear Gauge
Client:
Report Date: 4/16/2019
GHO Homes Corporation
axnne"� Test Method: ASTM D 6938
590NW Mercantile Place
Port St. Lucia
Port St. Lucie, FL 34986
FBPE CA 94930
607 NW Commodity Cave
Pod St. Lucie, FL 34986
Phone: 772-924-36751 Fac 772-924-3580
Test Results
I
I
I
Optimum
Maximum
In Place
I
In Place
I
Probe
Retest
I
Test
I
Sol[
Moisture
Dry Density
Moisture
Dry Density
Depth
Test#
Of
Date
Proctor ID
Method
Classification
(%)
(ocf)
(%)
(ocf)
(in)
Test# (Test Location
Remarks
results comply with specifications
[Ion,- 05t1L
11.2 113.3
11.2 113.3
Test It
Tests am "Direct Transmission- (Method A) unless probe depth Is noted as
'Backscatter'. Gauge calibration data on file with the testing agency.
94, 95, 96: Below stripped surface 0-1, 1-2' HCP=50+, > 95 %
Compaction, PASS. HCP tests are empirically correlated to the
15-0338.00
Meadowood
Fort Pierce,
Percent
ompactl
97
& Country Club
Technician
`Xtllilllllr7j,
.•'LICENSE+.•
0 63218
*/Y019
ftikent, PA. V
r
Ij
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1 tv
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 g
Client:
Project: I
OANZF&O'
Report Date: 4/1612019
GHO Homes Corporation
15-0338.00
Test Method: ASTM D 6938
590 NW Mercantile Place
Meadowood Golf & Country Club
Port sl Lucie
Port St. Lucie, FL 34986
Fort Pierce, Florida
FBPE CA a 4930
607 NW Commodity Core
Port St. Lucie, FL 34986
Phone: 772-9243575I Fax: M-9243580
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classificatlon
Optimum
Moisture
%
Maximum
Dry Density
pc
In Place
Moisture
%
In Place
Dry Density
(Pc
Probe
Depth
(in)
Percent
Compaction
MinlMax
'.Comp.
%
Remark
100
4/16119
P-4
N/A
10.7
112A
10.1
107.9
12
96
95/105
Pass
101
4/16/19
P-4
N/A
10.7
112A
9.3
110.2
12
98
95 / 105
Pass
102
4/16119
P-4
N/A
10.7
112.4
8.8
110.7
12
98
95 / 105
Pass
Test Information
Test #
Test Location
I Elevation
Reference
Gauge
Make / Model / SN I Calibrated
Field Technician
100
Below Slab Grade: Lot 266, SW Comer
2-3
Troxler 13430 / 341511
Smith, Johnnie
101
Below Slab Grade: Lot 266, Center
2-3
Troxler 13430 / 34151 /
Smith, Johnnie
102
Below Slab Grade: Lot 266, NE Corner
2-3
Troxler / 3430/34151 /
1 Smith, Johnnie
Remarks
Comments
Pass: Tests results comply with specifications
Tests am 'Direct Transmission' (Method A) unless probe depth is noted as
'Backsca8er'. Gauge calibration data on file with the testing agency.
100, 101, 102: Below stripped surface 0-1, 1-2' HCP=50+, > 95 %
Compaction, PASS. HCP tests are empirically correlated to the
relative donsitv of the soil.
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• •'•,
No 6321$� ar
bF
u
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
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Port St. Lucie
FBPE CA 9493D
607 NW Commodity Cove
Pon St Lude, FL 34986
Phone: 772-92435751 Far. 772-9243580
Retest Test
Test# I Of I Date
Soil Nuclear Gauge
Report Date: 4/16/2019
Test Method: ASTM D 6938
Client:
GHO Homes Corporation
590 NW Mercantile Place
Port St. Lucie, FL 34986
Optimum Maximum In Place In Place Probe
Soil Moisture Dry Density Moisture Dry Density Depth
Proctor ID I Method I Classification (%) (pcfl (%) (0, (In)
Test Information
WA
Project:
15-0338.00
Meadowood Golf & Country Club
Fort Pierce, Florida
Percent
Dmpactli
100
99
99
Gauge
T.,�t a Taet Lnoafino I Elevation Reference I Make / Model I SN / Calibrated I Field Technician
Pass: Tests results comply with specifications Tests are -Direct I mnsmisslon- (Memoa A) unless prone aspen Is notes as
'Backscatter'. Gauge calibration data on file with the testing agency.
97, 98, 99: Below stripped surface 0-1, 1-2' HCP=50+, > 95 %
Compaction, PASS. HCP tests are empirically correlated to the
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04116=19
-Kent/.'P.E. ; 7%S
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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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