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Soil Nuclear Gauge
Client:
Project:
Report Date: 9/28/2017
Heavy Equipment Services Of Vero, Inc
17-6267.00
�4 ,AHAnO�P
Test Method: ASTM D 6938
4630 45th Street
Heavy'Equipmeni Services of Vero, Inc; Master
Port St Lucie
Vero Beach, FL 32966
Agreement
FBPECA94930
60T Nw Commodity Cove
port St. Lucie. FL 34986
Various Locations
FL
Phone: 7 72-924.3575 1 Fax: 772-924-3580
Test Results
Optimum
Maximum
In Place.
In Place
Probe
Min/Max
Retest
Test
Soil .
Moisture
Dry Density
Moisture
Dry Density
Depth
Perce1.nt
Comp.
Test #
Of
Date
Proctor ID
Method
Classification
(%)
(pcf)
10%)
(pcf)
(in)
Compaction
(%)
Remark
4
9128117
P-2
N/A
10.9
105.3
10.9
' 103.8
12
99
95 / 105
Pass
5 .
9I28/17
P-2
N/A
10.9
L -105.3
11.6
101.9
12
97
951105
Pass
6
9/28/17
P-2
NIA
10.9 .
105.3.
11.5
103.5
12
98
95 / 105
Pass
q. Test Information
Gauge
Test.#
Test Location
Elevation
Reference
Make /-Model I SN
Field Technician
4
Below Slab Grade: 6104 East Seminole Road, Lakewood park. Foundation pad, Southwest
0-1
Troxler 3430 29796
Liverman, Robert
comer
5
Below Slab Grader 6104 East. Seminole Road; Lakewood park. Foundation pad, Center area
071
Troxler 3430 29796
Liverman, Robert
6
Below Slab Grader 6104 East Seminole Road, Lakewood park, Foundation pad; Northeast
0=1
Troxler 3430 29796
Liverman, Robert
comer
Remarks
Comments
Pass: Tests results comply with specifications
Tests are "Direct Transmission' (Method A) unless probe depth is noted as
"Backscatt r. Gauge calibration data on file with the testing agency.
4, 5,.6: 1-2 HCP=70+, > 95 %Compaction, PASS. HCP tests are
empirically correlated to the relative density of the "soil.
* No. 653
2017
H. Dan P:E. 4'
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State .7�.�`"I�A1 i\\?�
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.
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