HomeMy WebLinkAboutSOIL NUCLEAR GAUGE.9ece Soil Nuclear Gauge
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SD
Report Date: 4/29/2019
01?
.yam
't
29 Test Method: ASTM D 6938
Perml�1 T0J9
at Lucia
Part at FSPECA00
St og0 a
/VC/e d7men
607 NW commodity Cove
Pon St. Lucie, FL M986
Co t
Phone: 772-924-35751 Fm
772-924-3580
Client: Project: I�floL-nil
GHO Homes Corporation 15-0338.00
590 NW Mercantile Place Meadowood Golf & Country Club SCANNED
Port St. Lucie, FL 34986 Fort Pierce, Florida BY
St. Lucie County
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
(pcf)
In Place
Moisture
%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(%
Remark
103
4/18119
P-3
N/A
11.2
113.3
13.0
109.1
12
96
95/105
Pass
104
4/18/19
P-3
WA
11.2
113.3
12.5
109.5
12 '
97
95/105
Pass
105
4/18/19
P-3
N/A
11.2
113.3
10.5
110.1
12
97
95/105
Pass
Test Information
Test #
Test Location
I Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
103
Below Slab Grade: Lot 5, 9623 Knollwood Lane, NW Corner
0-1'
Troxler / 3430 / 34151 /
Liverman, Robert
104
Below Slab Grade: Lot 5, 9623 Knollwood Lane, Center
0-1'
Troxler / 3430 / 34151 /
Liverman, Robert
105
Below Slab Grade: Lot 5, 9623 Knollwood Lane, SE Corner
0.1'
Troxler / 3430134151 /
Livennan, Robert
.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.
103, 104, 105: 1-2' HCP=50+, > 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 verged on any electronic copies.
Page 1 of 1
•
Soil Nuclear Gauge
Client:
Project:
a
Report Date: 4/22/2019
GHO Homes Corporation
15-0338.00
Test Method: ASTM D 6938
590 NW Mercantile Place
Meadowood Golf & Country Club
'FRNR1�e
Port St. Lucie, FL 34986
Fort Pierce, Florida
port sL Lucie
FBPE CA # 4930
607 NW commodity Cove
Port St Wde, FL 34986
Phone: n2.924-35751 F. 772-920.3580
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
103
4/18/19
P 3
NIA
11.2
113.3
13.0
109.1
12
96
95/105
Pass
104
4118119
P-3
NIA
11.2
113.3
12.5
109.5
12
97
95/105
Pass
105
4118119
P-3
N/A
11.2
113.3
10.5
110.1
12
97
95/105
Pass
1'. Test information
Test #
Test Location
I Elevation
Reference
Gauge
Make I Model / SN / Calibrated
Field Technician
103
Below Slab Grade: Lot 5, 9623 Knollwood Lane, NW Comer
0-1'
Troxler / 3430 134151 /
Liverman, Robert
104
Below Slab Grade: Lot 5, 9623 Knollwood Lane, Center
0-1'
Troxler / 3430/34151 /
Liverman, Robert
105
Below Slab Grade: Lot 5, 9623 Knollwood Lane, SE Corner
1
10-1-
Troxler / 3430/34151 !
Liverman, Robert
c. Remarks
Comments
[P7ass: Tests results comply with specifications
Tests are "Direct Transmission' (Method A) unless probe depth is noted as
'Backscader". Gauge calibration data on file with the testing agency.
103, 104, 105: 1-2' HCP=50+, > 95 % Compaction, PASS. HCP tests
are emnlrically correlated to the relative density of the soil.
Ig02 - 03110
RECEIVED
APR 2 3 2019
ST. Lucie County, Permitting
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Kent, i.E. i 4ji
//'310NAL I"N •\•
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