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UES Project No: 3360.1800067.0000
Workorder No: 224753-1
Report Date: 02/16/2021
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: 02/10/2021
Palm Bay, FL 32907
Project: 18-5043.03 CREEKSIDE
Yorktown Drive & Okeechobee Road, Fort Pierce, County, FL
Type of Test:
Area Tested: Lot 36: 3350 Trinity Circle Permit # 2011- Field: ASTM D-6938 Nuclear Gauge Method
0176
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
115.7
10.6
98
Pass
2
Southwest corner of lot
0-1 ft
118.6
10.8
116.7
10.5
98
Pass
3
Center of lot
0-1 ft
118.6
10.8
115.7
10.3
98
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 # 2011-0176
Reviewed By
GFA International, Inc
Certificate of Authorization No. 4930
. I o h n Digitally signed
by John Kent
Date:
Kent 2021.02.16
15:46:32-05'00'
John Kent
Senior Project Engineer
STATE OF FLORIDA
Professional Engineer No. 63218
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