HomeMy WebLinkAboutSOIL NUCLEAR GAUGE0
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Q. Part St. Lucie
FBPE CA If 4930
0 607 NW commodity Cove
Port St. Lucie. FL 34986
Phone: 772-924-35751 Far 772-924-3580
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Soil Nuclear Gauge
Report Date: 8/9/2018
Test Method: ASTM D 6938
Client:
Shell Subcontractors, Inc.
429 South Market Avenue
Fort Pierce, FL 34982
Project:
15-0301.00
Shell Subcontractors, Inc. - Various Projects
t
Test #
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
(0/6)
Maximum
Dry Density
(Pcf)
In Place
Moisture
N
In Place
Dry Density
(pef)
Probe
Depth
(in)
Percent -
Compaction
Min/Max
Comp.
(/6)
Remark
25
819118
P-7
NIA
10.7
109.4
5.8
107.4
12
98
95/105
Pass
26
819/18
P-7
NIA
10.7
109.4
6.3
108.6
12
99
95/105
Pass
27
8/9/18
P-7
WA
1 10-7
1 109.4
1 6.6
107.7
12
98
95/105
Pass
--rest
n orm
tl
77777
Test#
Test Location
Elevation
Reference
Gauge
Make I Model I SN I Calibrated
Field Technician
25
Below Slab Grad Z12-51S iris d� Fort Pierce, Driveway pad, NE Comer
_,tenk
0-1
Troxler 13430 / 24566 /
Liverman, Robert
26
Below Slab Grade: 955 S. Jenkirig-Rd., Fort Pierce, Driveway pad, Center
0-1
Troxler / 3430 124566 1
Liverman, Robert
27
Below Slab Grade: 955 S. Jenkins Rd., Fort Pierce, Driveway pad, SW Corner
Troxler / 3430 24566 1
Liverman, Robert
IPass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
1"Backscatter. 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. Page 1 of I
o Digitally signed printed rited copses of ffil S id, Jurnient-are-no considered -signed and seaiedand=th"ignron[c—ro
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