HomeMy WebLinkAboutSOIL NUCLEAR GAUGEwoe
Nuclear Gauge
Client:
Project: kt0 — O 1-1 I
Qzw�Soil
Report Date: 6/2412019
GHO Homes Corporation
15-0338.00
Test Method: ASTM D 6938
590 NW Mercantile Place
Meadowood Golf & Country Club
Part St Lucie
tSt Lucia
FBPE CA a 4930
Port St. Lucie, FL 34986
Fart Pierce, Florida
SCANNE u
SCANNED
607 NW Commodity Cove
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Port St. Lucie, FL 34986
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Phone: 772-924-35751 Far M-9243580
St Lucia
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Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
p
In Place
Moisture
(%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
MINMax
Comp.
%)
Remark
118
6/21119
P-2
N/A
10.0
117.0
10.5
113.3
12
97
95/105
119
6/21119
P-2
NIA
10.0
117.0
10.4
114.4
12
98
95/ 105
120
6/21/19
P-2
NIA
10.0
117.0
11.0
114.8
12
98
95/105
- Test Information -
Test #
Test Location
Elevation
Reference
Gauge
Make / Model I SN / Calibrated
Field Technician
118
Below Slab Grade: Lot 259, 2968 Bent Pine Drive - Foundation Pad, Northwest Comer
0-1
Tmxler 13430 1341511
Hall, Amber
119
Below Slab Grade: Lot 259, 2968 Bent Pine Drive - Foundation Pad, Center Area
0 - 1
Troxler 13430 134151 1
Hall, Amber
120
Below Slab Grade: Lot 259, 2968 Bent Pine Drive - Foundation Pad, Southeast Comer
0-1
Troxler / 3430134151 I
Hall, Amber
Remarks,
Comments
Tests are 'Direct Transmission' (Method A) unless probe depth is noted as
'Backscatter. Gauge calibration data on file vdth the testing agency.
118, 119, 120: 1-2, 2-3' HCP=40+, > 95 % Compaction, PASS. HCP
tests are empirically correlated to the relative density of the soil.
RECEIVED
JUN 2 6 20i9
ST: Lucie Count Permitting
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.
OcENSF'•.!Y9
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