HomeMy WebLinkAboutCreekside Lot 76- 2nd compactionUES Project No:
Workorder No:
Report Date:
3360.1800067.0000
258344-1
01/19/2022
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:01/19/2022
Project:CMT CREEKSIDE
Yorktown Drive & Okeechobee Road,Fort Pierce, St Lucie County, FL
Type of Test:
Area Tested:Lot 76 - 3321 Trinity Circle, Fort Pierce Field:ASTM D-6938 Nuclear Gauge Method
Material:Backfill Laboratory:ASTM D1557 Modified Proctor
Reference Datum:0 = Top of Final Grade
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 Northside of pad 0-1 ft 109.0 11.7 106.7 11.4 98 Pass
2 Southside of pad 0-1 ft 109.0 11.7 107.3 11.4 98 Pass
3 Eastside of pad 0-1 ft 109.0 11.7 106.8 10.9 98 Pass
4 Westside of pad 0-1 ft 109.0 11.7 106.7 11.1 98 Pass
Remarks: Tests performed along outside perimeter of the structure.
Permit: 2104-1011
Reviewed By
GFA International, Inc
FBPE Registry No.4930
Alex Albandoz, P.E.
STATE OF FLORIDA
Professional Engineer No. 92555
This item has been digitally signed and sealed by Alex Albandoz,
P.E. 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.