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UES Project No: 3360.1900092.0000
A Universal ,5 Workorder No: 253043-1
Engineering Report Date: 12/03/2021
Sciences
Company
�FRNATIONP
607 Northwest Commodity Cove, Port St. Lucie,FL 34986 -P:772-924-3575 -F:772-924-3580
In-Place Density Test Report
Client: SURFSIDE ROCKSCAPES, INC. UES Technician: Mark Rogers
904 W.Weatherbee Road Date Tested: 11/30/2021
Fort Pierce, FL 34982
Project: SURFSIDE ROCKSCAPES, INC.
Various Locations, TBD County, FL
Type of Test:
Area Tested: 1320 Mallard Court, Ft. Pierce- Field: ASTM D-6938 Nuclear Gauge Method
Swimming Pool
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 swimming pool 0-1 ft 108.3 10.8 105.7 10.1 98 Pass
2 Northwest corner of swimming pool 0-1 ft 108.3 10.8 106.9 10.5 99 Pass
3 Southwest corner of swimming pool 0-1 ft 108.3 10.8 105.6 10.3 98 Pass
4 Southeast corner of swimming pool 0-1 ft 108.3 10.8 105.8 10.4 98 Pass
Remarks: Test 4:1-2',24,3-4',4-5',5-6'HCP=60+,>95%Compaction, PASS.HCP tests are empirically correlated to the relative
density of the soil.
Permit:SLC21040134
IggQr'NED
Reviewed By
DEC GFA International,Inc
FBPE Registry No.4930
Perm
St.Lucieitt County
s..•o Digitally signed by
:�` No.,92555•'�= Alexander Albandoz
Date:2021.12.03
-ass 16:46:08-05'00'
Alex Albandoz, P.E.
STATE OF FLORIDA
Professional Engineer No.92555
This item has been digitally signed and sealed by Alex Albandoz,
P.E.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.
To establish a mutual protection to Universal's clients, the Public and ourselves,all reports are submitted as confidential property of our clients and
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