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Soil Nuclear Gauge
Report Date: 1/21/2020
Test Method: ASTM D 6938
Client:
JR's All Site Services, LLC
4911 Jorgensen Rd.
Fort Pierce, FL 34981
Project:
19-5842.00
JR's All Site Services, LLC 2019-2020 Master
Agreement
North Palm Beach, Martin, Saint Lucie,
Indian River, Okeechobee and Brevard
Counties...
FL
Optimum
Maximum
In Place
In Place
Probe
MInIMax
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
Test#
Of
Date
Proctor ID
Method
Classification
(4/e)
(ref)
(%)
(pcQ
(in)
Compaction
(%)
Remark
7
1
1/17120
P-2
N/A
11.2
112.5
10.2
107.6
12
96
95/ 105
Pass
8
1
1 1/17/20
P-2
WA
1 1.1.2
1 112.5
1 9.6 1
108.8 1
12
1 97 1
95 / 105
1 Pass
7 )Pool Backfill 8 Deck:
8 Pool Backfill &Deck:
South Rock Rd. Ft
Pass: Tests results comply with specifications Tests are-Ulrect TransMISsion' (Mathod A) unless probe depth is noted as
'Backscatler'. Gauge calibration data on file with the testing agency.
7, 8, 9: 1.2, 2.3, 3.4, 4-5, 5-6' HCP=50+, > 95 l Compaction, PASS.
'P-F IT-19:12-D 2.5e
JAN 2 2 2020
Permitting Department
St. Lucie County, FL
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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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