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UES Project No: 3360.1800067.0000
Workorder No: 237298-1
Report Date: 06/21 /2021
607 Northwest Commodity Cove, Port St. Lucie, FL 34986 - P: 772-924-3575 - F: 772-924-3580
In -Place Density Test Report
Client: D.R. HORTON, INC. EAST FLORIDA DIVISION UES Technician: Mark Rogers
1430 Culver Drive, NE Date Tested: 06/21/2021
Palm Bay, FL 32907
Project: CMT CREEKSIDE
Yorktown Drive & Okeechobee Road,Fort Pierce, St Lucie County, FL
Type of Test:
Area Tested: Creekside Lot 14, 9503 Potomac Dr., Fort Field: ASTM D-6938 Nuclear Gauge Method
Pierce
Material: Backfill Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0 = Top of Fill
The tests below meet the 95% minimum compaction requirement.
Maximum
Optimum
Field Dry
Field
Soil
Pass
Test
Density
Moisture
Density
Moisture
Compaction
or
No.
Location of Test
Range
(pcf)
N
(pcf)
(%)
(%)
Fail
1
Northeast corner of lot
0-1 ft
118.6
10.8
114.8
10.6
97
Pass
2
Southwest corner of lot
0-1 ft
118.6
10.8
115.7
10.5
98
Pass
3
Center of lot
0-1 ft
118.6
10.8
115.0
10.4
97
Pass
Remarks: Above stripped surface 1-2', 2-3' HCP=60+, > 95 % Compaction, PASS. HCP tests are empirically correlated to the
relative density of the soil.
Permit:104-0928
Reviewed By
GFA International, Inc
FBPE Registry No.4930
,soM;hrc�E,
Digitally signed by
Thomas D
- °" 64146 * =
Montano:A01410000000
17818498DCD000019A3
F ° °
Date: 2021.06.22 12:12:07
S `�NFe4 Er'Cs�:
-04'00'
Thomas Dominic Montano
Branch Manager
STATE OF FLORIDA
Professional Engineer No. 84146
This item has been digitally signed and sealed by Thomas Dominic
Montano on the date adjacent to the seal. Printed copies of this
document are not considered signed and sealed and the signature
must be verified on any electronic copies.
The in -place density tests were performed within the foundation/building pad footprint of the referenced residential lot. The test
results either meet or exceed the requirements of the FHA/HUD manual and the current edition of the Florida Building Code for soil
compaction. The Contractor is responsible for maintaining the tested soil subgrade in the same condition that existed at the time
GFA performed the referenced density tests. GFA is not responsible if the tested area is altered from the approved condition at the
time of testing.
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and
authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval.
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