HomeMy WebLinkAboutSoil Nuclear Guage\,) p
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ti Port St. Lucie
FSPE CA N 4930
607 NW Cofmnod4 Cove
^� Pod St. LUCie. FL 34986
Pnone: 772-92435t51 Fax: 772-924-3580
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Soil Nuclear Gauge
Report Date: 6/5/2019
Test Method: ASTM D 6938
Client: Project:
Doyle Masonry, Inc. 17-6476.00
P.O. Box 12339 Doyle Masonry, Inc. 2017-2018 Master
Fort Pierce, FL 34979-2339 Agreement
Various Locations
FL
ltesf.Resilifs'.::
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pc
In Place
Moisture
(%)
in Place
Dry Density
(pef)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(%)
Remark
79
6/4/19
P-1
NIA
11.0
108.0
10.6
103.1
12
95
95 / 105
Pass
80
6/4/19
P-1
N/A
11.0
108.0
9.6
104.9
12
97
951105
Pass
81
1 1
6/4/19
P-1
NIA
11.0
1 108.0
10.7
1 103.2
1 12
1 96
1 951105 f
Pass
T infomiati est
o..
Test #
Test Location
Elevation
Reference
Gauge
Make / Model J SN / Calibrated
Field Technician
79
Pad: Lot 847, 10701 S. Ocean Blvd, Jensen Beach, garage pad, Center.
0-12"
Troxler / T3430 134784 /
Evans, Amber
80
Pad: Lot 847, 10701 S. Ocean Blvd, Jensen Beach, garage pad, NE side.
0-12"
Troxler! T3430 134784 /
Evans. Amber
81
Pad: Lot 847, 10701 S. Ocean Blvd, Jensen Beach,
garage pad, SW side.
0-12"
Troxler / T3430 / 34784 /
Evans, Amber
RemarksCoinirierit:c.°:..:
Pass: Tests resulis comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatler". Gauge calibration data on frle with the testing agency.
79, 80, 81: Below stripped surface 0-1, 1-2' HCP=50+, > 95 %
Compaction, PASS. HCP tests are empirically correlated to the
relative density of the Soil.
PERMIT # 19040678
RECEIVED
JUN 0 b 2010
ST. Lucie County, Permitting
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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Tom' No 63 . 8 —
P.E. 4&
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////!0NAL 1 ���.`�
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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