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A Universal UES Project No: 3360.1900044,0000
Workorder No: 223059-1
Engineering Sciences Report Date: 01/20/2021
4 Pa Company
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607 Northwest Commodity Cove, Port St. Lucie, FL 34986 - P: 772-924-3575 - F. 772.924-3580
In -Place Densit Test Report
Client: HOMES BY ABURTON, LLC LIES Technician: Sean Hayes
RA Construction of the Treasure Coast Attn: Don Warburton Date Tested: 01/19/2021
Stuart, FL 34994
Project: 19-3058 HOMES BY ABURTON LLC, 2019 MASTER
,Various Locations, County, FL
Area Tested: 51 Sovereign Way, Ft Pierce
Material: Fill
Reference Datum: 0 = Top of Fill
The tests below meet the 95% minimum compaction requirement
Type of Test:
Field: ASTM D-6938 Nuclear Gauge Method
Laboratory: ASTM D1557 Modified Proctor
Test
Maximum
Optimum
Field Dry
No.
Location of Test
Range
Density
(pcf)
Moisture
(%)
Density
(pcf)
1
SE Corner
0-1 ft
110.8
10.4
108.2
2
NW Corner
0-1 ft
110.8
10.4
106.9
3
Center
0-1 ft
110.8
10.4
107.4
Field
Soil
Pass
Moisture
Compaction
or
(°/a)
(°/u)
Fail
11.1
98
Pass
10.2 1
96
Pass
11.2
97 1
Pass
Remarks: 1-2' Above stripped surface 0-1', Below stripped surface 0-1' HCP=50+, a 95 % Compaction, PASS. HCP tests are
empirically correlated to the relative density of the soil.
Reviewed By
GFA International, Inc
Certificate of Authorization No. 4930
Digitally signed
J o n by John Kent
Date:
Ken t 2021.01.20
13:01:35-05'00'
John Kent
Senior Project Engineer
STATE OF FLORIDA
Professional Engineer No. 63218
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