HomeMy WebLinkAboutSOIL NUCLEAR GAUGE0Etveo
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607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone:772-924-35751 Fax: 772-924-3580
Soil Nuclear Gauge Client:
ProjectJ10911
Report Date: 5/2012019 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 SCANNED
BY
St. Lucie County
Test Results
Test
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(Pc
In Place
Moisture '
N
In Place
.Dry Density
(pcf)
Probe
Depth
(in) _
Percent
Compaction
MinlMax
Comp.
%)
Remark
109
5/2119
P-3
N/A
11.2
113.3
9.6
110.8
12
98
95 / 105
Pass
110
5/2119
P-3
N/A
11.2
113.3
10.2
108.9
12
96
95/ 105
Pass
111
5/2/19
P-3
N/A
11.2
113.3
10.3
108.6
12
96
95/ 105
Pass
Test Information
'
Test #
Test Location
Elevation
Reference
Gauge
Make IModel / SN / Calibrated
Field Technician
109
Below Slab Grade: Lot 208, 2702 Bent Pine Dr., SW Corner
0-1'
Troxler 13430 / 341511
Liverman, Robert
110
Below Slab Grade: Lot 208, 2702 Bent Pine Dr., Center -
0-1'
-
Troxler / 3430134151 1
Liverman, Robert
III
Below Slab Grade: Lot 208, 2702 Bent Pine Dr.. NE Corner
0-1'
Troxler / 3430 134151 I
. Livemlan, Robert
Remarks
Comments
Pass: Tests results comply with specifications
Tests are'Direct Transmission' (Method A) unless probe depth is noted as
'Backscetter. Gauge calibration data on file with the testing agency.
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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.
Page 1 of 1
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607 NW CommodityCove
Port at. Lucie, FL 34986
Phone: M-924-35751 F.: 772-924-358e
Soil Nuclear Gauge
Report Date: 5/20/2019
Test Method: ASTM D 6938
Client:
GHO Homes Corporation
590 NW Mercantile Place
Port St. Lucie, FL 34986
15-0338.00
Meadowood Golf & Country Club
Fort Pierce, Florida
Test Results
Test#
Retest
Of
Test
Date
Proctor to
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
115
5114/19
P-3
N/A
11.2
113.3
10.0
108.9
12
96
95 / 105
116
5/14/19
P-3
N.
11.2
113.3
9.8
109.8
12
97
951 105
117
5/14119
P-3
N/A
11.2
113.3
1 9.6
1 111.6
12
1 98
95/ 105
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model / SN / Calibrated
Field Technician
115
Below Slab Grade: Lot 257, 9530 Laurelwood Court - Foundation Pad, Northeast
Corner
0-1
Troxler / T3430 / 36442 /
Barkley, Mark
116
Below Slab Grade: Lot 257, 9530 Laurelwood Court - Foundation Pad, Center Area
0-1
Troxler / T3430 / 36442 /
Barkley, Mark
117
Below Slab Grade: Lot 257, 9530 Laurelwood Court - Foundation Pad, Southwest Area
1
0-1
Troxler / T3430136442 /
Barkley, Mark
Remarks
Comments
Tests are 'Direct Transmission' (Method A) unless probe depth is noted as
'Backscatter'. Gauge calibration data on file with the testing agency.
115, 116, 117: 1-2' HCP=40+, > 95 % Compaction, PASS. HCP tests
are empirically correlated to the relative density of the soil.
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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.
Page 1 of 1