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UES Project No: 3360.1800067.0000
Workorder No: 237757-1
Report Date: 07/01 /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: 06/25/2021
Palm Bay, FL 32907
Project: CMT CREEKSIDE
Yorktown Drive & Okeechobee Road,Fort Pierce, St Lucie County, FL
Type of Test:
Area Tested: Lot 93 , 3316 Homestead Dr, 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.
Maximum
Optimum
Field Dry
Field
Soil
Pass
Test
Density
Moisture
Density
Moisture
Compaction
or
No.
Location of Test
Range
(pcf)
(%)
(pcf)
(%)
(%)
Fail
1
Northeast corner of lot
0-1 ft
118.6
10.8
114.9
10.6
97
Pass
2
Southwest corner of lot
0-1 ft
118.6
10.8
114.6
10.5
97
Pass
3
Center of lot
0-1 ft
118.6
10.8
114.2
10.4
96
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: 2104-0996
Reviewed By
GFA International, Inc
FBPE Registry No.4930
Digitally signed
John by John Kent
Kent2021.0701
14:59:35-04'00'
John Kent
Senior Project Engineer
STATE OF FLORIDA
Professional Engineer No. 63218
This item has been digitally signed and sealed by John Kent 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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