HomeMy WebLinkAboutSOIL NUCLEAR GAUGE� n �- r 115
c� Soil Nuclear Gauge
o "—Q ar�i Report Date: 8/2712019
S� Oz4 Test Method: ASTM D 6938
e— Pod St Lucia OAL\e
FO ECA 04930 VJ
607 NW Commodity cave ze,g'�•
Port St. Lugo, FL 34986
Phone: m.924-3sTa I Fen, Tr2-9243580
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Client:
Doyle Masonry, Inc.
P.O. Box 12339
Fort Pierce, FL 34979-2339
17-6476.00
Doyle Masonry, Inc. 2017-2018 Master
Agreement
Various Locations
FL
.,`.-: Test Results`%
optimum
Maximum
In Place
In Place
Probe
MInIMex
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
Test #
Of
Date
Proctor 10
Method
Classification
%
IPcf)
(%
(pc
(In)
Compaction
(%
Remark
88
8126119
P:4
NIA
10.8
112.7
8.9
109.3
12
97
951105
Pass
89
8/26/19
P-4
NIA
10.8
712.7
1 9.2
110.7
12
98
95/105
Pass
90
8/26/19
P-4
NIA
10.8
112.7
1 9.0
108.9
12
97
951105
Pass
77
Information
' '-
Gauge
Test #
Test Location
Elevation
Referenco
Make / Model I SN I Calibrated
Field Technician
88
Above Stripped Surface:11703 Paseo Ave, Ft Pierce, NE Comer
1I
Troxler / T3440 / 27974 /
Liverman, Robert
89
Above Stripped Surface:'1703 Peace Ave, Ft Pierce, Center
1-2'
Troxler / T3440 / 279741
Liverman, Robed
90
Above Stripped Surface; 1703 Paseo Ave, Ft Pierce, SW Corner
1-2'
Troxler! T3440 127974 /
Liverman, Robert
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�,•, :-Remarks
Pass: Tests results comply with specifications
Tests an ireci Transmission' (Method A) unless probe depth Is noted as
Backscaeer". Gauge calibration data on file with the testing agency.
$8, 89, 90: 0-1'
HCP=50+, > 95 V. Compaction, PASS. HCP tests are
ennitircally Correlated to the relative density of the soil.
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7 No 632
PERMIT # 1906-0125 — �, 6T1 4' 8l2
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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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