HomeMy WebLinkAboutCompaction Test (4) From fax5616880909 1.161.688.0909 Fri Jan . 8 12:59:54 2021 MST Page 3 of 3
UES Project No: 3310.1500002.01000
A Universal Worknrder No: 220562-1
Engineering - Report Date: 12/22/2020
Sciences
Company t. �� % RECEIVED
4'An�tat�n
607 Northwest Commodity Cove, Port St.Lucie,FL 34986 -P.772-924-3575 -F:-772-924-3580 JAN 08 2020
In-Place Density Test Report 6T. Lucie County, Permitting
Client: GHO HOMES CORPORATION UES Technician: Mark Rogers
590 NW Mercantile Place Date Tested: 12/1412020
Part St. Lucie, FL 34986
Project: MEADOWOOD SUBDIVISION (FDC)
Meadowood Dr.Various Lots,Fort Pierce, County, FL 34951
Type of Test:
Area'Tested: Meadowood Lot 63, Fort Pierce Field: ASTM D-6939 Nuclear Gauge Method
Material: Backfill Laboratory: ASTM D.1551 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) (%) (°/a) Fail
1 Northeast corner of Lot 0-1 ft 117.8 11.1 114.5 10.8 97 Pass
2 Southwest corner of Lot 0-1 ft 117.8 11.1 115.5 10.6- 9$ ' Pass
3 Center of L'ot 0=1 ft 117.8. 11:1 1.16.7 10.3. 99 Pass
Remarks: Above stripped surface 1-2,2-3'HCP=60+,>95%Compaction,PASS.HCP tests are empirical ly,correlated to the."
relative density of the soft.
Reviewed By
GFA lnternational;Inc
Certificate of Authorization No.4930
Digitally signed .
J o h n by John.Kent
Date:
" Kent . �i�o20..r�:zz
15:42:55-05'00'
John Kent
Senior Project Engineer
STATE OF FLORIDA
Professional Engineer No.63218
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