HomeMy WebLinkAboutCompaction testArdaman In -Place Density Report
& Associates, Inc. Permit # 2011-0579
Report Date: 2/26/2021
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
Client:
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
%
In Place
Dry
Density
pc
In Place
Wet
Density
(pc
Probe
Depth
in
Percent
Compaction
Min Comp.
N
Remark
432
424
2/25/21
21-044
A
9.5
115.0
8.8
111.6
121.4
12
97
95
Pass
433
425
2/25/21
21-044
A
--
9.5
115.0
9.3
112.6
123.1
12
98
95
Pass
434
426
2/25/21
21-044
1 A
--
9.5
1 115.0
1 8.6
1 110.4
1 119.9
12
96
1 95
1 Pass
435
427
2/25/21
21-044
1 A
--
9.5
115.0
1 9.6
1 112.0
1 122.7
12
97
95
1 Pass
Test
information
Test #
Test Location
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
432
Building - Continuous Footing: Footings at 9537 Seaspray Dr, Lot 10. SW EndTop
N-2
of Pad
CPN / MC-3/ M330907151 /
Tech, Port St. Lucie
433
Building - Continuous Footing: Footings at 9537 Seaspray Dr, Lot 10. SE EndTop
of Pad
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
434
Building - Continuous Footing: Footings at 9537 Seaspray Dr, Lot 10. NW EndTop
of Pad
CPN / MC-3 / M330907151 /
Tech, Port St. Lucie
435
Building - Continuous Footing: Footings at 9537 Seaspray Dr, Lot 10. NE EndTop
of Pad
CPN / MC-3 / M330907151 /
lTech, Port St. Lucie
Remarks
I Comments
Pass: Density Pass
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
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This item has been digitally signed and sealed by Branch
Manager Dan J. Zrallack, P.E. on Feb 26, 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
PENDING OUR WRITTEN APPROVAL.
mw'uArdamanln-Place
Density Report Client:
& Associates, Inc. Permit # 2011-0579
Report Date: 2/26/2021
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
Test Results
Test #
Retest
Of
Test Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%
In Place
Dry
Density
(pc
In Place
Wet
Density
pcq
Probe
Depth
(in)
Percent
Compaction
Min Comp.
N
Remark
424
2118/21
21-044
A
-
9.5
115.0
19.9
101.1
121.2
12
88
95
Fail
425
2/18/21
21-044
A
--
9.5
115.0
9.6
103.3
113.2
12
90
95
Fail
426
2/18/21
21-044
A
-
9.5
115.0
12.1
98.5
110.4
12
86
95
Fair
427
2/18/21
21-044
A
-
9.5
115.0
13.6
101.8
115.6
12
89
95
Fail
428
2/18/21
21-044
A
9.5
115.0
9.3
112.6
123.1
12
98
95
Pass
429
2/18/21
21-044
A
9.5
115.0
10.1
113.2
124.6
12
98
95
Pass
430
2/18/21
21-044
A
9.5
115.0
9.4
1 115.7
1
126.E
12
101
1 95 1
Pass
431
2/18/21
21-044
A
9.5
1 115.0
1 10.0
1 114.8
126.3 1
12 1
100
95
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
424
Building - Continuous Footing: Footings at 9537 Seaspray Dr, Lot 10. SW End
-2.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
425
Building - Continuous Footing: Footings at 9537 Seaspray Dr, Lot 10. SE End
-2.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
426
Building - Continuous Footing: Footings at 9537 Seaspray Dr, Lot 10. NW End
-2.0
Top of Pad
Troxler/ T-3430 / 21330 /
Tech, Port St. Lucie
427
Building - Continuous Footing: Footings at 9537 Seaspray Dr, Lot 10. NE End
-2.0
Top of Pad
Troxler/ T-3430 / 21330 /
Tech, Port St. Lucie
428
Building Pad Fill: House Pad at 9537 Seaspray Dr, Lot 10. Porch Area. SW End
-1.0
Top of Pad
Troxler/ T-3430 / 21330 /
Tech, Port St. Lucie
429
Building Pad Fill: House Pad at 9537 Seaspray Dr, Lot 10. Porch Area. SW End
-1.0
Top of Pad
Troxler/ T-3430 / 21330 /
Tech, Port St. Lucie
430
Building Pad Fill: House Pad at 9537 Seaspray Dr, Lot 10. Porch Area. SW End
-1.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
431
Building Pad Fill: House Pad at 9537 Seaspray Dr, Lot 10. Porch Area. SW End
-1.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
Remarks
Comments
Fail: Density Fail
Pass: Density Pass
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"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.