HomeMy WebLinkAboutDoyle - 10725 S Ocean Drive-ds UES Project No: 3360.1700014.0000
A Universal Workorder No: 235085-1
Engineering Report Date: 06/08/2021
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Company
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607 Northwest Commodity Cove, Port St. Lucie, FL 34986 -P: 772-924-3575 -F: 772-924-3580
In-Place Density Test Report
Client: Doyle Masonry, Inc. UES Technician: Joseph Matthews
P.O. Box 12339 Date Tested: 06/08/2021
Fort Pierce, FL 34979-2339
Project: Port St Lucie CSD/CMT
Various Location, TBD County, FL
Type of Test:
Area Tested: Lot 40 - 10725 S Ocean Drive, Jensen Field: ASTM D-6938 Nuclear Gauge Method
Beach
Material: Native Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0 = Top of Final Grade
The tests below meet the 95%D minimum compaction requirement.
Maximum Optimum Field Dry Field Soil Pass
Test Density Moisture Density Moisture Compaction or
No. Location of Test Range (pcf) (%) (pcf) N (%) Fail
1 SW side of pad 0-1 ft 102.1 13.1 97.7 11.3 96 Pass
2 NE side of pad 0-1 ft 102.1 13.1 97.4 12.6 95 Pass
3 center of pad 0-1 ft 102.1 13.1 97.2 12.9 95 Pass
Remarks: Below stripped surface 1-2', 2-3'HCP=40+, >95%Compaction, PASS. HCP tests are empirically correlated to the
relative density of the soil.
Permit: 2012-0593
Reviewed By
GFA International, Inc
FBPE Registry No.4930
ooMiNic.M'%, Digitally signed by Thomas
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�SS�NAI E?G�`` Date:2021.06.08 15:31:41
-04'00'
Thomas Dominic Montano
Branch Manager
STATE OF FLORIDA
Professional Engineer No. 84146
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