HomeMy WebLinkAboutdensity reportUES Project No:
Workorder No:
Report Date:
3360.1800067.0000
240220-1
07/26/2021
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
Palm Bay, FL 32907
Date Tested:07/21/2021
Project:CMT CREEKSIDE
Yorktown Drive & Okeechobee Road,Fort Pierce, St Lucie County, FL
Type of Test:
Area Tested:Lot 11, 9405 Potomac Drive, Ft. Pierce Field:ASTM D-6938 Nuclear Gauge Method
Material:Backfill Laboratory:ASTM D1557 Modified Proctor
Reference Datum:0 = Top of Fill
The tests below meet the 95% minimum compaction requirement.
Test
No.Location of Test Range
Maximum
Density
(pcf)
Optimum
Moisture
(%)
Field Dry
Density
(pcf)
Field
Moisture
(%)
Soil
Compaction
(%)
Pass
or
Fail
1 Northeast corner of lot 0-1 ft 118.6 10.8 114.6 10.6 97 Pass
2 Southwest corner of lot 0-1 ft 118.6 10.8 116.0 10.7 98 Pass
3 Center of lot 0-1 ft 118.6 10.8 115.6 10.9 97 Pass
Remarks:Permit: 2105-0455
Reviewed By
GFA International, Inc
FBPE Registry No.4930
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.
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.
Page 1
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
UES performed the referenced density tests. UES is not responsible
if the tested area is altered from the approved condition at the time
of testing.