HomeMy WebLinkAboutSOIL NUCLEAR GAUGE0
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FSPE CA # 4930
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Soil Nuclear Gauge
Report Date; 9W/2019
Test Method: ASTM D 6938
Client:
Vega's Homes Construction, Inc.
904 Osceola Drive
Fort Pierce, FL 34982
SCANNED
By
Project: Skluriprnpifimh.
184929.00
Vega�s Homes Construction, Inc. 2018 Master
Agreement
Various Locations
FL
Test #
Retest
Of
Test
Date
Proctor 11)
Method
Soil
Classification
Optimum
Moisture
(1/6)
Maximum
Dry Density
(pCf)
In Place
Moisture
I%)
In Place
Dry Density
(Pcf)
Probe
Depth
(in)
Percent
Compaction
fillinimax
Comp�
I%)
Remark
25
9117/19
P-3
NtA
11.2
105J
8.1
104.8
12
99
951105
Pass
26
9117/19
P-3
WA
11.2
105.7
7.9
103.7
12
98
951105
Pass
27
9117/19
P-3
N/A
11.2
105.7
8.4
104.5
12
99
95J 105
Pass
28
9/17119
P-3
NIA
11.2
105.7
8.2
105.2
12
too
951105
Pass
29
9/.17119
P-3
N/A
11.2
105.7
7.8
104.9
12
99
951105
Pass
0 Informatorw';*
Test#
Test Location
Elevation
Reference
Gauge
Make I Model I BIN I Calibrated
Field Teqhniclan
26
Pool Pierce, South Side PERMIT# 1908-0173
0-11
Troxier / T3440 / 27974 t
Liverman, Robert
26
Pool Backfill: 5714 Buchanan Drive, Ft Plence, East Side PERMITW 1908-0173
0-11
Troxier / T3440 127974 t
Liverman, Robert
27
Pool Backfill: 5714 Buchanan DdI Ft Pierce, North Side PERMIT# 190M173
0-11
Troxier I T3440 127974 1
Uverman, Robert
28
Pool Backfill: 5714 Buchanad Drive, Ft Pierce, West Side PERMIT# 1908-0173
0-11
Troxier / T3440 / 27974 /
Uverman, Robert
29
Pool Backftli: 5714 Buchanan
PERMIT# 1908-0173
Drive, Ft Pierce, West Side Between House & Pool
1
0-11
TroxierIT3440 127974/
Liveman, Robert
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Pass: Tests results Comply With specifications
Tests are 'Direct Transmission' (Method 4) unless PrObe depth Is noUx! as
"Backscatter�. Gauge calibralton data on no mrch the lesting agency.
29:1.2.2-3. 34, 4-6'HCP=50+, > 95 % Compaction. PASS. HCP
tests am empirically correlated to the relative density of the sofl.
SEP 2 3 2019
Permitting Department
St. Lucie County, FL
Test Reports shall not be reproduced, except in full, Without the written approval of GFA International Inc.
4 Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
0 EN
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No 63218
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P632 18
Page I of I
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Et-SID ENGINEE RING, INC.
P."O'ESS 7AL CIVIL ENGINEERS
ENGINkRING & CONSTRUCTION MGT.
SIDNEY KOVNER, P.E.
"No job Too Small"
(561)386-4385
(560 352-5086
(561) 622-6820 Fox
1391al.Ve�d.W.y
elsidcn9@cojPcasLftct Palm Beach Gardens, FL 334 18
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