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UES Project No: 3360.1900092.0000
I V Workorder No: 239437-1
Report Date: 08/30/2021
RECEIVED
607 Northwest Commodity Cove, Port St. Lucie, FL 34986 - P: 772-924-3575 - F: 772-924-3580 SEP 0 8 2021
In -Place Density Test RSt. Lucie Cou
Report St.
Client: SURFSIDE ROCKSCAPES, INC. UES Technician: Mark.Rogers
904 W. Weatherbee Road Date Tested: 07/13/2021
Fort Pierce, FL 34982
Project: Port St Lucie CSD/CMT
Various Locations, TBD County, FL
Tyne of Test:
Area Tested: 7204 Shanas Trail, PSL - New Swimming Field: ASTM D-6938 Nuclear Gauge Method
Pool
Material: Backfill Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0 = Top of Fill
The tests below meet the 95% minimum compaction requirement.
Test
No.
Location of Test
Range
Maximum
Density
(Pc')
Optimum
Moisture
(%)
Field Dry
Density
(Po
Field
Moisture
(ova)
Soil
Compaction
VQ
Pass
or
Fail
1
Southwest corner of pool
0-1 ft
108.3
10.8
106.9
10.4
99
Pass
2
Southeast corner of pool
0-1 ft
108.3
10.8
106.1
9.8
98
Pass
3
Northeast corner of pool
0-1 ft
108.3
10.8
105.8
9.6
98
Pass
4
Northwest corner of pool
0-1 ft
108.3
10.8
105.4
10.2
97
Pass
5
Southside of pool
0-1 ft
108.3
10.8.
105.2
9.9
97
Pass
Remarks: Test1: 0-1', 1-2', 2-3', 3-4', 4-5' HCP=60+, > 95 % Compaction, PASS. HCP tests are empirically correlated to the relative
density of the sail.
Reviewed By
GFA International, Inc
FBPE Registry No.4930
tee`"""" ' Digitally signed by Thomas D
;, ,t�46_ ; MOntano:A01410000000178
°`%1.8498DCD000019A3
p�ss.o p �G?�•-�DateW 2021.08.3015:12:38
a�-04'00',
Thomas Dominic Montano
Branch Manager
STATE OF FLORIDA
Professional Engineer No. 84146
This item has been digitally signed and sealed by Thomas Dominic
Montano 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.
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