HomeMy WebLinkAboutCreekside Lot 35-ss/ DENSITY REPORTUES Project No:
Workorder No:
Report Date:
3360.1800067.0000
242808-1
08/27/2021
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:08/27/2021
Project:CMT CREEKSIDE
Yorktown Drive & Okeechobee Road,Fort Pierce, St Lucie County, FL
Type of Test:
Area Tested:Lot 35 - 3354 Trinity Circle, Ft Pierce, FL 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 10.8 113.4 10.2 96 Pass
2 Southwest corner of lot 0-1 ft 118.6 10.8 112.7 9.8 95 Pass
3 Center of lot 0-1 ft 118.6 10.8 112.9 10.2 95 Pass
Remarks:Permit: 2103-0838
Reviewed By
GFA International, Inc
FBPE Registry No.4930
Paul H. Danforth
Regional VP
STATE OF FLORIDA
Professional Engineer No. 44653
This item has been digitally signed and sealed by Paul H. Danforth
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.
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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 sub grade 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.