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RECEIVED ;. UES Project No: 3310.2200081.0000
A Universal Workorder No: 264698-1
Engineering MAR 2 8 2022 Report Date: 03/25/2022
• Sciences
Company St.Lucie County
47FRNATI0NP Permitting
607 Northwest Commodity Cove, Port St. Lucie,FL 34986 -P:772-924-3575 -F: 77292924-3580
In-Place Density Test Report
Client: OASIS POOLS, LLC UES Technician: Mark Rogers
PO Box 650256 Date Tested: 03/22/2022
Vero Beach, FL 32965 I
Project: Oasis Pools LLC
Various Locations, , TBD County, FL
Type of Test:
Area Tested: 10527 Oakbridge Court, Ft. Pierce Field: ASTM D-6938 Nuclear Gauge Method
Material: Backfill Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0 =Top of Final Grade
The tests below meet the 95% minimum compaction requirement. I
Maximum Optimum Field Dry�,i Field soil Pass
Test Density Moisture Density I Moisture Compaction or
No. Location of Test Range (pcf) (%) (pcf) Fail
1 Northeast corner of pool 0-1 ft 114.2 11.2 111.5 10.5 98 Pass
2 Northwest comer of pool 0-1 ft 114.2 11.2 112.2 10.6 98 Pass
3 Southwest corner of pool 0-1 ft 114.2 11.2 111.6 j, 10.9 98 Pass
'i
4 Southeast comer of pool 0-1 ft 114.2 11.2 110.7 10.3 97 Pass
5 Northside of pool 0-1 ft 114.2 11.2 112.1 10.4 I 98 Pass
Remarks: SW corner 1-2',2-3',3-4',4-5',5-6'HCP=60+,>95%Compaction, PASS. HCP tests are empirically correlated to the
relative density of the soil.
Permit:21-10481
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Reviewed By G
GFA International,Inc
FBPE Registry N011.4930 I
yy,,Q'�,°ER'"`a �� Digitally signed by
N°. °25$5 Alexander Albandoz
:.:
STATE OF .•� Date:2022.03.25
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ON A,'°P�'y�� 14:31:06-04'00'
i
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.
I i
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