HomeMy WebLinkAboutCompaction Test l / UES Project No: 3360.2000038.0000
A Universal 7 Workorder No: 218900-1
Engineering Report Date: 12/04/2020
Sciences
Company
414DF
607 Northwest Commodity Cove,Port St.Lucie,FL 34986 -P:772-924-3575 -F:772-924-3580
In-Place.Density Test Report
Client:'COAST TO COAST BUILDERS 01 ORIDA, INC. UES Technician: Amber Evans
2214 SE Tiffany Avenue 1010 Date Tested: 12/02/2020
Port St. Lucie, FL 34952
Project: Port St Lucie CSD/CMT \o9peGo��rl
County, eet SV ��1r-
Tvae of Test:
Area Tested: 8239 Cinnamon Ct. Port St Lucie, Golf Field: ASTM D-6938 Nuclear Gauge Method
cart storage addition.
Material: Native Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0=Top of Native
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) N (pcf) N (%) Fail
1 SW side of pad 0-1 It 104,6 12.2 100.3 11.4 96 Pass
2 NE side of pad 0-1 ft 104.6 12.2 101.2 12.5 97 Pass
3 Center of pad 0-1 ft 104.6 12.2 100.0 Y 12.2 96 Pass
Remarks: Below stripped surface 1-2,2-3'HCP=60+,>95%Compaction,PASS.HCP tests are empirically correlated to the
relative density of the soil.
Reviewed By
GFA International,Inc
Certificate of Authorization No.4930
!�Digitally signed
J o h n f by John Kent
Y`Date:
Ken}" 2020:1`2�.04
n",, 14:29:06-05-00'
John Kent
Senior Project Engineer
STATE OF FLORIDA
Professional Engineer No.63218
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