HomeMy WebLinkAboutCompaction testmw"uArdamanin-Place
Density Report Client:
& Associates, Inc. Permit # 2012-0068
Report Date: 1/25/2021
Port St. Lucie Branch Test Method: ASTM D6938
Florida Registration No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie,
Phone:772-878.0072
Renar Development Corp.
3725 S. East Ocean Boulevard, Suite 101
Stuart, FL 34996
Project:
113-15-66-5434B
Morningside Residential Lots
Fort Pierce
Fort Pierce, FL
This item has been digitally signed and sealed by Branch
Manager Dan J. Zrallack, P.E. on Jan 25, 2021 using a
Digital Signature.
Printed copies of this document are not considered signed
and sealed and the SHA authentication code must be
verified on any electronic copies.
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 2 of 2
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDIN(
OUR WRITTEN APPROVAL.
Ardamanln-Place
AL -
Density Report Client:
& Associates, Inc. Permit # 2012-0068
Report Date: 1/25/2021
Port St. Lucie Branch Test Method: ASTM D6938
Florida Registration No. 5950
460 NW Concourse Place, Unit 1 }
Port St. Lucie,i
Phone:772-878-0072
Renar Development Corp.
3725 S. East Ocean Boulevard, Suite 101
Stuart, FL 34996
Project:
113-15-66-5434B
Morningside Residential Lots
Fort Pierce
Fort Pierce, FL
Test Results
Test #
Retest
Of
Test Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry
Density (pcf)
In Place
Moisture
N
In Place
Dry
Density
(pcf)
In Place
Wet
Density
pcf)
Probe
Depth
in
Percent
Compaction
Min Comp.
N
Remark
412
1/15/21
21-017
(Modified)
A
-
9.0
122.0
6.4
120.2
127.9
12
99
95
Pass
413
1/15/21
21-017
(Modified)
A
9.0
122.0
6.2
121.3
128.8
12
99
95
Pass
414
1/15/21
21-017
(Modified)
A
--
9.0
122.0
7.9
121.1
130.7
12
99
95
Pass
415
1/15/21
21-017
(Modified)
A
--
9.0
122.0
8.0
119.4
128.9
12
98
95
Pass
416
1/15/21
21-017
(Modified)
A
--
9.0
122.0
6.2
120.3
127.8
12
99
95
Pass
417
1/15/21
1 21-017
(Modified)
A
--
9.0
122.0
7.1
120.7
129.3
12
99
95
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
412
Building Pad Fill: Lot 62, 413 Seafoam Circle. NW End of Lot 62
-1.0
Top of pad
CPN / MC-3 / M340507395 /
Tech, Port St. Lucie
413
Building Pad Fill: Lot 62, 413 Seafoam Circle. NE End of Lot 62
-1.0
Top of pad
CPN / MC-3 / M340507395 /
Tech, Port St. Lucie
414
Building Pad Fill: Lot 62, 413 Seafoam. Circle. SE End of Lot 62
-1.0
Top of pad
CPN / MC-3 / M340507395 /
Tech, Port St. Lucie
415
Footings: Lot 62, 413 Seafoam Circle. SE End of Footings
-2.0
Top of pad
CPN / MC-3 / M340607395 /
iTech, Port St. Lucie
416
Footings: Lot 62, 413 Seafoam Circle. SW End of Footings
1 -2.0 JTop
of pad
CPN / 5C-3 / M340507395 /
JTech, Port St. Lucie
417
Footings: Lot 62, 413 Seafoam Circle. NW End of Footings
1 -2.0 JTop
of pad
CPN / MC-3l M340507395 /
JTech, Port St. Lucie
Remarks
Comments
Pass: Density Pass
1"Backscatter".
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
Gauge calibration data on file with the testing agency.
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 1 of 2
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDIN(
OUR WRITTEN APPROVAL.