HomeMy WebLinkAboutSOIL NUCLEAR GAUGE PAPERWORK—s
_4® -KSoil Nuclear Gauge
Report Date: 6/24/2019
�''4'n.<nq"•
�� Co. j Test Method: ASTM D 6938 �
Port sLw e
FBPE CA xp4933
687" Copnodity Cove_
v
Pert eL W.. F134986 VV
Phone: 772424.35751 Fee: M-924�3!0
Client:
Project:
Sion Homes Construction Corp
194061.00
3831 SW 147 Ave.
Sion Homes Construction, LLC 2019 Master
Miami, FL 33185
Agreement
North Palm Beach, Martin, Saint Lucie,
Indian River, Okeechobee and Brevard
Counties...
FL
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Sail
Classification
Optimum
MOlelare
%(
Maximum
Dry Density
(Pc
In Place
Moisture
%
In Place
Dry Density
(Pc0
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
%)
Remark
13
1 6119119
1 9331 D1557
N!A
10.7
112.6
10.2
108.0
12
96
95/ 105
Pass
14
6/19119
9331 D1557
NIA
10.7
112.E
9.8
1092
12
97
951105
Pass
15
6119119
9331 D1557
NIA
10.7
112.6
B.5
109.5
12
97
951105
Pass
Test Information
Test#
Test Location
Elevation
Reference
Gauge
Make/Model lSN/Calibrated
Field Technician
13
Below Slab Grade: Lot #3, 4422 N Highway AtA, Ft Pierce, Garage Slab, NW Comer,
PERMIT # 1901-0543
0-1'
Troxler! 3430 / 34161 /
Liverman, Robert
14
Below Slab Grade: Lot #3, 4422 N Highway A1A, Ft Pierce, Garage Slab, Center,
PERMIT # 1901.0543)
0-1'
Troxler! 3430134151 !
Liverman, Robert
15
Below Slab Grade: Lot #3, 4422 N Highway AIA, Ft Pierce, Garage Stab, SE Comer,
PERMIT# 1901-0543
0-1'
Troxler / 3430 / 341511
Liverman, Robert
r Remarks
Comments
Pass: TTts results comply with specilimilons
Tests ane'Direcl Transmission' (Method A) unless probe depth Is noted as
'Backscaaef . Gauge calibration data on file with the testing agency.
AN
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1% No 6321.8' '.e -
)10NAI. ENv�\
Test Repoks 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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