HomeMy WebLinkAboutSOIL NUCLEAR GAUGE0
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Soil Nuclear Gauge Client: Project:
Report Date: 3/9/2016 Shoreline Mobile Home Repair 14-1689.00
RNp1,pNp Test Method: ASTM 0 6938 1290 Business Park Place Shoreline Mobile Home Repair - Various Projects
Pad sr. Lucie Jensen Beach, FL 34957
FBPE CA# 4930
621 NW Enterixise Ofive
Port St Wde. FL 34986
Phone: 772.924.35751 Fax: M-924-M
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•..,. • -"• •,....:.'.;•... . --...;.Test Resealts :•.::..... .... ..... ,
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
classification
Optimum
Moisture
(%)
Maximum
Dry Density
(c
In Place
Moisture
%
In Place
Dry Density
(pc
Probe
Depth
in
Percent
Compaction
Min/Max
Comp.
%)
Remark
1
3/8116
P-1
NIA
13.0
103.0
11.2
99.8
12
97
95 / 105
Pass
2
3/8/16
P-1
NIA
13.0
103.0
10.6
101.6
12
99
951105
Pass
3
318/16
P-1
NIA
13.0
103.0
10.0
1 100.7
1 12
1 98
95 / 105
Pass
,.7etaf information
Test #.
Test Location
Elevation
Reference
Gauge
Make / Model I SN
Field Technician
1
Below Slab Grade: 561 Nettles Blvd., Jensen Beach - Foundation Pad, Northeast Comer
0-1
Troxier T3430 36442
Rivera, Angel
2
Below Slab Grade: 581 Nettles Blvd., Jensen Beach - Foundation Pads -Center -Area- -- __
0-1
Troxier T3430 36442
Rivera, Angel
3
Below Slab Grade: 581 Nettles Blvd., Jensen Beach - Foundation Pad, Southwest Comer
0-1- —
_ Troxier T3430 36442
Rivera, Angel
R marks .
e
'Comments `; .
- `Related Tests —.
Tests results comply with specifications
FiPass:*
Tests are •DirectTransmisston(Method A) unless probe depth is noted as'Backscatter'.
Gauge calibration data on file with the testing agency.
1. Test #
T Related Test #
TestType
REcEv E
MAR .10 1016
8f�' 4-
These tests and all previous tests do not certify the subgrade soils have a safe bearing capacity.
No soil borings were completed, and no Geotech reports were done.
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
EG"
MAR 14 2016
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