HomeMy WebLinkAboutUnit 1 & 2 footings 257290-1 DT-digi 01.11.22.pdfUES Project No: 3360.1800156.0000
Universal Workorder No: 257290-1
Engineering Report Date: 01/20/2022
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: SEAGLASS OCEAN DRIVE DEVELOPMENT, LLC LIES Technician: Nakia Sutton
1111 Kane Concourse, Suite 209 Date Tested: 01/11/2022
Bay Harbor Islands, FL 33
Project: CMT Ocean Glass Development Townhomes
10101 S Ocean Drive, Jensen Beach, St. Lucie County, FL 34957
Type of Test:
Area Tested: Unit 1 & 2 Footings 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
East side
0-1 ft
110.4
11.3
104.6
10.8
95
Pass
2
West side
0-1 ft
110.4
11.3
104.8
10.5
95
Pass
3
North side
0-1 ft
110.4
11.3
104.9
11.1
95
Pass
4
South side
0-1 ft
110.4
11.3
105.1
10.7
95
Pass
Remarks: 10123-10125 S Ocean Dr Jensen Beach, FL 34957
Permit: 2109-0051
Reviewed By
GFA International, Inc
FBPE Registry No.4930
.......... O�
'., O E Ns'..
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No. 92555
`�•. STATE OF : 4�
Alex Albandoz, P.E.
Digitally signed by
Alexander Albandoz
Date: 2022.01.20
11:40:23-05'00'
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.
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