HomeMy WebLinkAboutCompaction Test RECEIVED UES Project No: 3360.1900001.0000
A Universal Workorder No: 260446-1
Engineering FEB 2 3 2022 Report Date: 02/14/2022
Sciences
�rFRNATIONP Company St.Lucie County
Permitting 6 f '
607 Northwest Commodity Cove, Port St. Lucie,FL 34986 -P: 772-924-3575 -F: 772-924-3580 l.�
In-Place Density Test Report
Client: OASIS POOLS, LLC UES Technician: Johnnie Smith
PO Box 650256 Date Tested: 02/09/2022
Vero Beach, FL 32965
Project: OASIS POOLS, LLC
Various Locations, , TBD County, FL
Type of Test:
Area Tested: Buchanon Res. -2694 Conifer Drive, Ft. Field: ASTM D-6938 Nuclear Gauge Method
Pierce-Pool
Material: Fill Laboratory: AASHTO T180 Modified Proctor
Reference Datum: 0 = Bottom of Footing
The tests below meet the 98% 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 S Section 0-1 ft 109.7 11.2 107.9 10.2 98 Pass
2 E Section 0-1 ft 109.7 11.2 108.9 11.0 99 Pass
3 N Section 0-1 ft 109.7 11.2 108.3 10.9 99 Pass
4 W Section 0-1 ft 109.7 11.2 109.4 11.3 100 Pass
Remarks: S Side of Pool, bottom of footing 1-2',2-3',3-4',4-5'HCP=50+, >95%Compaction, PASS.HCP tests are empirically
correlated to the relative density of the soil.
Permit: 2107-0848
Reviewed By
GFA International,Inc
FBPE Registry No.4930
�v'P.N�GENSF.yO�^ Digitally signed by
No. 02555 •'�_ Alexander Albandoz
Date:2022.02.14
,��i�S�'(O R,OP•G`?' 13:41:57 -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
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