HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
Client:
Project:
Report Date: 7/10/2018
Don Hinkle Construction, Inc.
18-4369.00
Test Method: ASTM D 6938
4305 South Indian River Drive
Don Hinkle Construction, Inc. 2018 Master
Port St. Lucie
Fort Pierce, FL 34982
Agreement
FBPECA#4930
Various locations
607 NW Commodity Cove
FL
Port St Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
I (pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(%)
Remark
5
7/3/18
P-1
N/A
10.0
117.0
9.8
114.2
12
98
95 / 105
Pass
6
7/3/18
P-1
N/A
10.0
117.0
10.0
113.9
12
97
95 / 105
Pass
JI
7
7/3/18
P-1
N/A
10.0
117.0
9.7
114.3
12
98
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
5
Below Slab Grade: 267 Bermuda Beach Dr, Ft Pierce, Foundation pad, SE section
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
6
Below Slab Grade: 267 Bermuda Beach Dr, Ft Pierce, Foundation pad, NW section
0-1
Troxler / 3430 / 24566 /
Presson, Thomas
7
Below Slab Grade: 267 Bermuda Beach Dr, Ft Pierce, Foundation pad, Center section
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.
5, 6, 7: 1-2 HCP=40+, > 95 % Compaction, PASS. HCP tests are
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PERMIT # 18030313
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Soil Nuclear Gauge
Report Date: 7/1012018
Test Method: ASTM D 6938
Client:
Don Hinkle Construction, Inc.
4305 South Indian River Drive
Fort Pierce, FL 34982
Project:
18-4369.00
Don Hinkle Construction, Inc. 2018 Master
Agreement
Various locations
FL
;;:,-.x.........
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
in Place
Moisture
(%)
In Place
Dry Density
(pct)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(%)
Remark
5
7l3/18
P-1
NIA
10.0
117.0
9.8
114.2
12
98
95 / 105
Pass
6
713118
P-1
N/A
10.0
117.0
10.0
113.9
12
97
95 / 105
Pass
7
7/3118
P-1
N/A
10.0
117.0
9.7 1
114.3
1 12 1
98 1
95/ 105
Pass
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Test #
Test Location
Elevation
Reference
Gauge
Make I Model / SN ! Calibrated
Field Technician
5
Below Slab Grade: 267 Bermuda Beach Dr, Ft Pierce, Foundation pad, SE section
0-1
Troxler / 3430 / 245661
Presson, Thomas
6
Below Slab Grade: 267 Bermuda Beach Dr, Ft Pierce, Foundation pad, NW section
0-1
Troxler 13430 / 245661
Presson, Thomas
7
Below Slab Grade: 267 Bermuda Beach Dr, Ft Pierce, Foundation pad, Center section
0-1
Troxler 13430 / 245661
Presson, Thomas
..... ...:....:...:..
....12emarks .. ... .. .....:.
....:.....
.: ' .:.. ......:..:.....: • ' mmerits
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.
5, 6, 7: 1.2 HCP=40+, > 95 % Compaction, PASS. HCP tests are
empirically correlated to the relative density of the soil.
PERMIT # 18030313
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
KFN'�,,%
%ONCENSF' �: ----
* No 63218
3y'j Kent ,FrE of
Pr ' 'r1alee�18
State �F/ir"L E
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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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