HomeMy WebLinkAboutDensity Report From fax5616880909 1.161.688.0909 Thu Jan 28 14:28:17 2021 MST Page of 1
tlES Project No: 3310.1500002.0000
I A,Universal Workorder No: 221997-1
Engineering. Report Date: 01/11/2021
iSciences
Company
'�Raasioa .
607 Northwest Commodity Cove,Port St.Lucie,FL 34986 -P:772.924-3575 •F:772-924.3580
In-Place Densityt'Test Report
Client: GHO HOMES CORPORATION IDES Technician: Amber Evans
590 NW Mercantile Place Date Tested: 01/07/2021
Port St.Lucie,FL 34986
Project: MEADOWOOD SUBDIVISION (FDC)
Meadowood Dr.Various'Lots,Fort Pierce, County, FL 34951
Type of_ Tgst:
Area Tested: Lot 49, 9614 Knollwood. Field: ASTM D-6938 Nuclear Gauge Method
Material: Fill Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0=Top of Final Grade
The tests below meet the 95%minimum compaction requirement.
Maximum Optimum Field Dry Field Soli Pass
Test Density Moisture Density Moisture Compaction or
No. Location of Test Range (pcf) (°fo) (pcf N N Fail
1 SE side of pad 0-1 ft 117.8 11.1 113.2 12.3 96 Pass
2 NW side of pad 0-1 It 117.8 11.1 112.7 12.8 96 Pass
3 lCenter of pad 0-1 ft 1 t7.8 11.3 1 111,6 12.0 95 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
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No 8
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'r Jo„ Kent, E.
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7o establish a mutual protection to Universal's clients,the Public and ourselves,all reports are submitted as conlidentlal property of our clients and
authorization for publication of statements,conclusions or extracts from or regarding Universal's reports Is reserved pending our written approval.
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