HomeMy WebLinkAboutdensity Test ReportLIES Project No: 3310.1500002.0000
Universal Workorder No: 257265-1
Engineering Report Date: 01/13/2022
Sciences
Company
ATI
607 Northwest Commodity Cove, Port St. Lucie, FL 34986 - P: 772-924-3575 - F: 772-924-3580
In -Place Density Test Report
Client: GHO HOMES CORPORATION LIES Technician: Johnnie Smith
590 NW Mercantile Place Date Tested: 01/11/2022
Port St. Lucie, FL 34986
Project: MEADOWOOD SUBDIVISION (FDC)
Meadowood Dr. Various Lots,Fort Pierce, Indian River County, FL 34951
Type of Test:
Area Tested: Lot 62 - 2650 Conifer Drive, Ft. Pierce Field: ASTM D-6938 Nuclear Gauge Method
Material: Fill Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0 = Bottom of Foundation Footing
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)
(%)
(%)
Fail
1
E Section
0-1 ft
117.8
11.1
115.7
10.9
98
Pass
2
W Section
0-1 ft
117.8
11.1
117.2
11.0
99
Pass
3
Center
0-1 ft
117.8
11.1
117.9
11.3
100
Pass
Remarks: 1-2' bottom of footing. HCP=50+, > 95% Compaction, PASS. HCP tests are empirically correlated to the relative density
of the soil.
Permit: 2109-0557
Reviewed By
GFA International, Inc
FBPE Registry No.4930
o
Digitally signed
by Allan
�s. s
`Abubakar
"cR
Date:2022.01.13
10:36:40-05'00'
Allan G. Abubakar,
P.E.
STATE OF FLORIDA
Professional Engineer No. 69952
This item has been digitally signed and sealed by Allan G.
Abubakar, P.E. on the date adjacent to the seal. Printed copies of
this document are not considered signed and sealed and the
signature must be verified on any electronic copies.
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