HomeMy WebLinkAboutCompaction reportUES Project No: 3360.1800067.0000
A Universal Workorder No: 233098-1
Engineering Report Date: 05/10/2021
Sciences
Company
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607 Northwest Commodity Cove, Port St. Lucie, FL 34986 - P: 772-924-3575 - F: 772-924-3580
In -Place Density Test Report
Client: D.R. HORTON, INC. EAST FLORIDA DIVISION UES Technician: Mark Rogers
1430 Culver Drive, NE Date Tested: 05/05/2021
Palm Bay, FL 32907
Project: CMT CREEKSIDE
Various Locations, Vero Beach, Indian River County, FL 32967
Type of Test:
Area Tested: Lot 108 - 9312 Potomac Drive, Ft Pierce Field: ASTM D-6938 Nuclear Gauge Method
Material: Backfill Laboratory: ASTM D1557 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)
(%)
(%)
Fail
1
Northeast corner of lot
0-1 ft
118.6
10.8
115.0
10.2
97
Pass
2
Southwest corner of lot
0-1 ft
118.6
10.8
115.7
10.3
98
Pass
3
Center of lot
0-1 ft
118.6
10.8
114.9
10.1
97
Pass
Remarks: Above stripped surface 1-2', 2-3' HCP=60+, > 95 % Compaction, PASS. HCP tests are empirically correlated to the
relative density of the soil.
Permit: 2103-0835
Reviewed By
GFA International, Inc
FBPE Registry No.4930
INI
Digitally signed by
,�o�P, OENse
Thomas D
N.84,46 *=
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Montano:A01410000000
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17818498DCD000019A3
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Date:2021.05.10
''%°NAL ``
12:43:52-04'00'
Thomas Dominic Montano
Branch Manager
STATE OF FLORIDA
Professional Engineer No. 84146
This item has been digitally signed and sealed by Thomas Dominic
Montano 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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