HomeMy WebLinkAboutcompaction teste a n In -Place Density Report Client: Project:
Associates, Inc. Permit # 2008-0755 Renar Development Corp. 113-15-66-5434B
Report Date: 10/21/2020 3725 S. East Ocean Boulevard, Suite 101 Morningside Residential Lots
Port St. Lucie Branch Test Method: ASTM D6938 Stuart, FL 34996 Fort Pierce
Florida Registration No. 5950 Fort Pierce, FL
460 NW Concourse Place, Unit 1 -
Port St. Lucie, FL 34986 f��
aMi f C � Phone:772.878-0072
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pc
In Place
Moisture
%)
In Place
Dry
Density
(pc
In Place
. Wet
Density
pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%
Remark
366
10/16/20
20-274
(Modified)
A
10.0
114.5
4.3
114.1
119.0
12
100
95
Pass
367
10/16/20
20-274
(Modified)
A
10.0
114.5
8.0
112.8
121.8
12
99
95
Pass
368
10/16/20
20-274
(Modified)
A
--
10.0
114.5
6.7
113.7
121.3
12
99
95
Pass
369
10/16/20
20-274
(Modified)
A
10.0
114.5
9.4
111.6
122.1
12
97
95
Pass
370
10/16/20
20-274
(Modified)
A
--
10.0
114.5
10.8
108.7
120.4
12
95
95
Pass
371
10/16/20
20-274
(Modified)
A
10.0
114.5
6.8
108.4
115.8
12
95
95
Pass
372
10/16/20
20-274
(Modified)
A
10.0
114.5
10.2
110.3
121.6
12
96
95
Pass
373
10/16/20
20-274
(Modified)
A
--
10.0 1
114.5 1
11.3
109.6
122.0
12
96
95
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
366
Building Pad Fill: House Pad at 304 Palm Breezes Drive, Lot 119. SE Corner of Pad
-1.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
367
Building Pad Fill: House Pad at 304 Palm Breezes Drive, Lot 119. NE Corner of Pad
-1.0
Top of Pad
Troxler / T-34301 21330 /
Tech, Port St. Lucie
368
Building Pad Fill: House Pad at 304 Palm Breezes Drive, Lot 119. NW Corner of Pad
-1.0
Top of Pad
Troxler 73430 / 21330 /
Tech, Port St. Lucie
369
Building Pad Fill: House Pad at 304 Palm Breezes Drive, Lot 119. SW Corner of Pad
-1.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
370
Footings: House Pad at 304 Palm Breezes Drive, Lot 119. E Footing
-2.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
371
Footings: House Pad at 304 Palm Breezes Drive, Lot 119. N Footing
-2.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
372
Footings: House Pad at 304 Palm Breezes Drive, Lot 119. N Footing
-2.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
373
Footings: House Pad at 304 Palm Breezes Drive, Lot 119. S Footing
-2.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
Remarks
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.
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.
a n In -Place Density Report
& Associates, Inc. Permit # 2008-0755
Report Date: 10/21/2020
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
Client:
Project:
Renar Development Corp.
113-15-66-5434B
3725 S. East Ocean Boulevard, Suite 101
Morningside Residential Lots
Stuart, FL 34996
Fort Pierce
Fort Pierce, FL
r� 7
This item has been digitally signed and sealed by Branch
Manager Dan J. Zrallack, P.E. on Oct 21, 2020 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.