HomeMy WebLinkAboutIN PLACE DENSITY TEST REPORTUES Project No:
Workorder No:
Report Date:
3360.1800044.0000
258791-1
01/25/2022
607 Northwest Commodity Cove, Port St. Lucie, FL 34986 - P: 772-924-3575 - F: 772-924-3580
In-Place Density Test Report
Client:DON HINKLE CONSTRUCTION, INC.UES Technician:Amber Evans
246 Bimini Drive
Fort Pierce, FL 34949
Date Tested:01/24/2022
Project:DON HINKLE CONSTRUCTION, INC.
Various Locations, , TBD County, FL
Type of Test:
Area Tested:7405 Silver Oak Drive, PSL - Shop Slab -
Permit: 2109-0632
Field:ASTM D-6938 Nuclear Gauge Method
Material:Backfill Laboratory:ASTM D1557 Modified Proctor
Reference Datum:0 = Top of Footing
The tests below meet the 95% minimum compaction requirement.
Test
No.Location of Test Range
Maximum
Density
(pcf)
Optimum
Moisture
(%)
Field Dry
Density
(pcf)
Field
Moisture
(%)
Soil
Compaction
(%)
Pass
or
Fail
1 NE side of pad.0-1 ft 115.8 11.1 112.0 10.4 97 Pass
2 SW side of pad.0-1 ft 115.8 11.1 110.8 9.5 96 Pass
3 Center of pad.0-1 ft 115.8 11.1 110.1 11.0 95 Pass
Remarks:1-2' NE footing HCP=65+, > 95% Compaction, PASS. HCP tests are empirically correlated to the relative density of the
soil.
1-2' SW footing HCP=60+, > 95% Compaction, PASS. HCP tests are empirically correlated to the relative density of the
soil.
Reviewed By
GFA International, Inc
FBPE Registry No.4930
Alex Albandoz, P.E.
STATE OF FLORIDA
Professional Engineer No. 92555
This item has been digitally signed and sealed by Alex Albandoz,
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.
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential 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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