HomeMy WebLinkAboutCompaction test1--'0 In -Place Density Report client:
Associates, Inc. Permit # 2011-0278 Renar Development Corp.
Report Date: 5/12/2021 3725 S. East Ocean Boulevard, Suite 101
Port St. Lucie Branch Test Method: ASTM D6938 Stuart, FL 34996
Florida Registration No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie, FL 34986
Phone:772-878-0072
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Project:
113-15-66-5434B
Morningside Residential Lots
Fort Pierce
Fort Pierce, FL
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Manager Dan J. Zrallack, P.E. on May 13, 2021 using a
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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
PENDING OUR WRITTEN APPROVAL.
W` }' In -Place Density Report Client:
& Associates, Inc. Permit # 2011-0278
Report Date: 5/12/2021
Port St. Lucie Branch Test Method: ASTM D6938
Florida Registration No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie, FL 34986
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
Maximum
In Place
In Place
Optimum
Dry
In Place
Dry
Wet
Probe
Retest
Soil
Moisture
Density (pcf)
Moisture
Density
Density
Depth
Percent
Min Comp.
Test #
Of
Test Date
Proctor ID
Method
Classification
%
(%
(pc
(pcf)
(in)
Compaction
N
Remark
444
514/21
21-097
A
-
10.5
113.5
10.1
110.9
122.1
12
98
95
Pass
(Modified)
445
5/4/21
21-097
A
-
10.5
113.5
11.7
112.6
125.8
12
99
95
Pass
(Modified)
446
5/4/21
21-097
A
10.5
113.5
9.4
111.3
121.8
12
98
95
Pass
(Modified)
447
5/4/21
21-097
A
10.5
113.5
11.3
112.1
124.8
12
99
95
Pass
(Modified)
448
5/4/21
21-097
A
10.5
113.5
12.0
112.0
125.4
12
99
95
Pass
(Modified)
449
5/4/21
21-097
A
10.5
113.5
9.9
113.7
125.0t127
100
95
Pass
(Modified)
Test
information
'
Gauge
Test #
Test Location
Elevation
Reference
Make / Model / SN / Calibrated
Field Technician
444
Footings: Footings and Pad for Lot 55 at 9609 Rainwood Court. NW End of Footings
-1.0
Bottom of footings
CPN / MC-3 / M340507795 /
Tech, Port St. Lucie
445
Footings: Footings and Pad for Lot 55 at 9609 Rainwood Court. NE End of Footings
-1.0
Bottom of footings
CPN / MC-3 / M340507395 /
Tech, Port St. Lucie
446
Footings: Footings and Pad for Lot 55 at 9609 Rainwood Court. SE End of Footings
-1.0
Bottom of footings
CPN / MC-3/ M340507395 /
Tech, Port St. Lucie
447
Building Pad Fill: Footings and Pad for Lot 55 at 9609 Rainwood Court. SE End of Pad
1.0
Bottom of footings
CPN / MC-3 / M340507395 /
Tech, Port St. Lucie
448
Building Pad Fill: Footings and Pad for Lot 55 at 9609 Rainwood Court. SW End of
1.0
Bottom of footings
CPN / MC-3 / M340507395 /
Tech, Port St. Lucie
Pad
449
Building Pad Fill: Footings and Pad for Lot 55 at 9609 Rainwood Court. NW End of
1.0
Bottom of footings
CPN / MC-3 / M340507395 /
Tech, Port St. Lucie
Pad
Remarks
Comments
Pass: Density Pass
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
1"Backscatter".
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
PENDING OUR WRITTEN APPROVAL.