HomeMy WebLinkAboutSOIL NUCLEAR GAUGEa,
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Port St Lucie
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FBPE CA#493D
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6D7 NW Comm iyCove
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Pon St. Lucie, FL 34986
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Phone: M-924-35751 Fax: M-924-3580
Soil Nuclear Gauge
Report Date: 6/10/2019
Test Method: ASTM D 6938
Client:
Doyle Masonry, Inc.
P.O. Box 12339
Fort Pierce, FL 34979-2339
Project
17-6476.00
Doyle Masonry, Inc. 2017-2018 Master
Agreement SCANNED
Various Locations ��
FL St. Lucie County
Test Results
Test#
Retest
Of
Test
Date.
ProctorlD
Method
Soil
Classification
Optimum
Moisture
%)
Maximum
Dry Density
Pc
In Place
Moisture
(%)
In Place
Dry Density
pet)
Probe
Depth
(in)
Percent
Compaction
MinIMax
Comp.
(%)
Remark
82
6/10/19
P-1
N/A
11.0
108.0
9.6
106.7
12
99
951 105
Pass
83
6/10/19
P-1
N/A
11.0
108.0
9.9
107.1
12
99
95 / 105
Pass
84
6/10/19
P-1
N/A
11.0
108.0
9.1
105.2
12
97
95/105
Pass
Test Information
Test #
Test Location
I Elevation
Reference
Gauge
Make / Model / SN I Calibrated
Field Technician
82
Below Slab Grade: 5174 Tree Top Trail, Ft Pierce, Shed pad, SW Corner
0-1'
Troxler 13430 1341511
Liverman, Robert
83
Below Slab Grade: 5174 Tree Top Trail, Ft Pierce, Shed pad, Center
0-1'
Troxler! 3430 1341511
Livennan, Robert
84
Below Slab Grade: 5174 Tree Top Trail, Ft Pierce, Shed pad, NE Comer
0-1'
Troxler! 3430/34151 !
Livennan, Robert
Remarks
Comments
Pass: Tests results comply with specifications
Tests are"Direct Transmission"(Method A) unless probe depth is noted as
"Backscader". Gauge calibration data on file with the testing agency.
82, 83, 84: 1-2, 2-3' HCP=50+, > 95 % Compaction, PASS. HCP tests
are empirically correlated to the relative density of the soil.
RECEIVED
JUN 10 2019
ST. Lusie govinty, Permitting
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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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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