HomeMy WebLinkAboutCreekside Lot 94UES Project No:
Workorder No:
Report Date:
3360.1800067.0000
245712-1
09/22/2021
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 America's Builder UES Technician:Mark Rogers
6123 Lyons Road
Coconut Creek, FL 33073
Date Tested:09/14/2021
Project:CMT CREEKSIDE
Various Locations, Vero Beach, County, FL 32967
Type of Test:
Area Tested:Lot 94- 3312 Homestead Dr. Fort Pierce,
FL 34945 /
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 118.6 10.8 113.2 10.8 95 Pass
2 Southside of pad 0-1 ft 118.6 10.8 114.1 10.7 96 Pass
3 Eastside of pad 0-1 ft 118.6 10.8 114.6 10.5 97 Pass
Remarks:
Permit # 2104-0931
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.
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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.