HomeMy WebLinkAboutSoil Nuclear Gaugeyr�hrrtaslo''C
Port St. Lucie
FBPE CA F 4930
607 NW Commodity Cove
Port SL Lucie, FL 34986
Phone: 772-924-35751Fax: 772-924.3580
Soil Nuclear Gauge
Report Date: 11/10/2017
Test Method: ASTM D 6938
Client:
R Mossel Construction
13450 NW 160th Street
Okeechobee, FL 34973
Project:
13-0381.00
R Mossel Construction - Various Projects
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
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
20
11/9117
P-2
NIA
11.3
105.1
10.1
101.6
12
97
95 / 105
Pass
21
1119117
P-2
N/A
11.3
105.1
9.6
100.9
12
96
95 / 105
Pass
22
11/9/17
P-2
N/A
11.3
105.1
1 9.1
1 103.1
1 12
1 98
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN I Calibrated
Field Technician
20
Below Slab Grade: 7508 Coquina Ave, Ft. Pierce, Foundation pad, SW Corner
0-1
Troxier / 3430 / 24566/
Liverman. Robert
21
Below Slab Grade: 7508 Coquina Ave, Ft. Pierce, Center area
0-1_
Troxier / 3430124566 /
Liverman, Robert
22
Below Slab Grade: 7508 Coquina Ave. Ft. Pierce, NE Corner
0-1
Troxier 13430 124566 /
Liverman, 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 Tile with the testing agency.
20, 21, 22: 1-2 HCP=70+, > 95 % Compaction, PASS. HCP tests are
ernoWcally.correlated to the relative density of the soil.
NOU222011
`\\\tllllllll///
EN
No. 653 * '
:1/10/2Q1
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.
'blt,RggTtOAP
Pordt .Lucie
FSPE CA # 4930
607 NW Commodity Cove
Port St. Lucie. FL 34986
Phone:772-924.35751 Fax: T72-924-3580
Soil Nuclear Gauge
Report Date: 11/10/2017
Test Method: ASTM D 6938
Client:
R Mossel Construction
13450 NW 160th Street
Okeechobee, FL 34973
RECEIVED0 2,_�2
2 c 2017
Project: NOV
13-0381. 0 PEP,t tFTMG
R Mossel Construction - Various PFoiedWe Count.;. I L
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pcf)
Probe
Depth
. (inp
Percent
Compaction
Min/Max
Comp.
(%)
Remark
20 .
11/9/17
P-2
N/A
11:3
105.1
10.1
101.6
12
97
95 / 105
Pass
21
11/9/17
P-2
NIA
11.3
105.1
9.6
100.9
12
96
95 / 105
Pass
22
11/9/17
P-2
NIA
11.3
105.1
9.1
1.03.1
12
98
951105
Pass
Test
Information
Test #
Test Location
Elevation
..
Reference
Gauge
Make I Model / SN / Calibrated
Field Technician
20
Below Slab Grade: 7508 Coquina Ave, Ft. Pierce, Foundation pad, SW Corner
0-1
Troxler 13430124566 /
Liverman, Robert
21
Below Slab Grade: 75.08 Coquina Ave; Ft. Pierce, Center area
0-1
Troxler / 3430124566 /
Liverman. Robert
22
Below Slab Grade: 7508 Coquina Ave, Ft. Pierce, NE Comer
0-1
Troxler 13430 / 24566 1.
Liverman, Robert . .
Remarks
Comments.
Pass: Tests result's 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.
20, 21, 22: 1-2 HCP=70+, > 95 % Compaction, PASS. HCP tests are
empirically correlated to the relative densitV of the soil.
//rl111111��
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