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UES Project No: 3310.2100034.0000
._ Workorder No: 226499-1
��( t 01 -- ®o 03'1 Report Date: 03/04/2021
607 Northwest Commodity Cove, Port St. Lucie, FL 34986 - P: 772-924-3575 - F: 772-924-3580
In -Place Density Test Report
Client: K. HOVNANIAN HOMES
3601 Quantum Blvd.
Boynton Beach, FL 33426
Project: CMT/CSD Aspire at Waterstone
5226 Armina Place, Ft. Pierce, County, FL 34951
Area Tested: Lot 44 - 5161 Arming
Material: Backfill
Reference Datum: 0 =Top of Fill
The tests below meet the 95% minimum compaction requirement.
UES Technician: Mark Rogers
Date Tested: 03/03/2021
Type of Test:
Field: AS
Laboratory:
TM
D-6938 Nuclear Gauge Method
ASTM D1557 Modified Proctor
Maximum
Optimum
Field Dry
Field
Soil
Pass
Test
Density
Moisture
Density
Moisture
Compaction
or
No.
Location of Test
Range
(pcf)
N
(pcf)
N
N
Fail
1
Northeast corner of lot
0-1 ft
120.1
10.9
116.5
10.7
97
Pass
2
Southwest corner of lot
0-1 ft
120.1
10.9
115.3
10.7
96
Pass
3
Center of lot
0-1 ft
120.1
10.9
117A
10.8
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.
Reviewed By
GFA International, Inc
Certificate of Authorization No. 4930
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No 63218 * _
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