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UES Project No: 3310.2100208.0000
Workorder No: 235618-1
Report Date: 06/04/2021
607 Northwest Commodity Cove, Port St. Lucie, FL 34986 - P: 772-924-3575 - F: 772-924-3580
In -Place Density Test Report
Client: Frank Dunn UES Technician: Mark Rogers
370 Smallwood Avenue Date Tested: 06/03/2021
Fort Pierce, FL 34982
Project: CMT - Dunn Residence Metal Building 370 Smallwood Ave
370 Smallwood Ave, Fort Pierce, St Lucie County, FL 34982
Type of Test:
Area Tested: 370 Smallwood Ave, Ft 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.
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
107.7
11.2
105.0
11.0
97
Pass
2
Southwest corner of lot
0-1 ft
107.7
11.2
104.8
11.2
97
Pass
3
Center of lot
0-1 ft
107.7
11.2
106.2
11.0
99
Pass
Remarks: 1-2', 2-3' HCP=60+, > 95 % Compaction, PASS. HCP tests are empirically correlated to the relative density of the
soil.
Permit No. 2104-0706
Reviewed By
GFA International, Inc
FBPE Registry No.4930
JohnDigitally signed
by John Kent
Date:
Kent2021.06.04
11:40:9-0
11:40:29-04'00'
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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