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Company
FRNpT10a
607 Northwest Commodity Cove, Port St. Lucie, FL 34986 - P: 772-924-3575
UES Project No: 3360.1800067.0000
Workorder No: 222105-1
Report Date: 01/20/2021
- 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: 01/11/2021
Palm Bay, FL 32907
Project: CMT CREEKSIDE
Various Locations, Vero Beach, County, FL 32967
Area Tested: Lot 62, 9213 Potomac, Fort Pierce
Material: Backfill
Reference Datum: 0 = Top of Fill
The tests below meet the 95% minimum compaction reauirement.
Type of Test:
Field: ASTM D-6938 Nuclear Gauge Method
Laboratory: ASTM D1557 Modified Proctor
Maximum
Optimum
Field Dry
Field
Soil
Pass
Test
Density
Moisture
Density
Moisture
Compaction
or
No.
Location of Test
Range
(pcq
N
(pco
N
N
Fail
1
Northeast corner of lot
0-1 ft
118.6
10.8
114.5
10.6
97
Pass
2
Southwest corner of lot
0-1 ft
118.6
10.8
116.3
10.7
98
Pass
3
Center of lot
0-1 ft
118.6
10.8
116.0
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 2001-0557
Reviewed By
GFA International, Inc
Certificate of Authorization No. 4930
Digitally signed
J o h n by John Kent
Date:
Ken t 2021.01.20
10:23:14-05'00'
John Kent
Senior Project Engineer
STATE OF FLORIDA
Professional Engineer No. 63218
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