HomeMy WebLinkAboutcompactionaArdamanSoil Density
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Associates, Inc.Nuc9
Permit # 2016-0006
Port Lucie Branch
Report Date: 09/20/2021
Florida Registration No.
No. 5950
o
460 NW Concourse Place, unit 1
Test Method: ASTM D6938
Port St. Lucie, FL 34986
Phone:772.878-0072
Client:
Renar Development Corp.
3725 S. East Ocean Boulevard, Suite 101
Stuart, FL 34996
Project:
113-15-66-5434B
Momingside Residential Lots
Fort Pierce
Fort Pierce, FL
Test`Results
Test #
Retest
Of
Test Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
M)
In Place
Dry
Density
(p
In Place
Wet
Density
(p
Probe
Depth
(in)
Percent
Compaction
Min Comp.
%
Remark
509
09/13/21
21-182
Modified
A
—
10.0
118.0
12.6
116.6
131.3
12
99
95
Pass
510
09/13/21
21-182
(Modified)
A
—
10.0
118.0
9.3
119.1
130.2
12
101
95
Pass
511
09/13/21
21-182
(Modified)
A
—
10.0
118.0
11.9
117.3
131.3
12
99
95
Pass
512
09/13/21
21-182
Modified
A
—
10.0
118.0
10.1
118.2
130.1
12
100
95
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model I SN / Calibrated
Field Technician
509
Building Pad: Lot 35,408 Seafoam Circle. East Side of House Pad, Center
-1.0
Top of Pad
Troxler/ T-3430 / 21330 /
Tech, Port St. Lucie
510
Building Pad: Lot 35,408 Seafoam Circle. West Side of House Pad, Center
-1.0
Top of Pad
Troxler/ T-3430 / 21330 /
Tech, Port St. Lucie
511
Building Pad: Lot 35,408 Seafoam Circle. North Side of Footing, Center
-1.0
Top of Pad
Troxler/ T-3430 / 21330 /
Tech, Port St. Lucie
512
Building Pad: Lot 35, 408 Seafoam Circle. South Side of Footing, Center
-1.0
Top of Pad
Troxler/ T-3430 / 21330 /
I Tech, Port St. Lucie
Remarks
I
Comments
Pass: Density Pass
I Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
Dan J Digitally signed
by Dan J Zrallack:
Date: 2021.09.20
Zral lack: 12:21:12-04'00'
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No. 63911
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AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROTI'� F
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDIN(
OUR WRITTEN APPROVAL.
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