HomeMy WebLinkAboutCompaction Test10 Ardaman
In -Place Density Report
Client:
& Associates, Inc.
Permit # 1910-0088
Renar Development Corp.
Report Date: 7/15/2020
3725 S. East Ocean Boulevard, Suite 101
Port $1, Lucla Branch
Test Method: ASTM D 6938
Stuart, FL 34996
Florio CA No. 6960
460 N N Conocuree Plots. Unit t
Pon eL Lucia. FL 349M
Phone: 712-e780072
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
I%
In Place
Dry Density
cf)
Probe
Depth
(in)
Percent
Compaction
Mtn Comp.
%
Remark
313
6/29/20
20-185
(Modified)
A
-
10.0
112.5
9.6
107.8
12
96
95
Pass
314
6/29/20
20-185
Modlfled
A
-
10.0
112.5
10.3
108.3
12
96
95
Pass
315
6/29/20
20.185
Modified
A
--
10.0
112.5
9.1
110.4
12
98
95
Pass
316
6/29/20
20-185
Modified)
A
--
10.0
112.5
9.7
106.9
12
95
95
Pass
317
6/29120
20-185
Modlfled
A
-
10.0
112.5
10.1
104.7
12
93
95
Fall
318
6/29/20
20-185
Modified
A
-
10.0
112.5
9.6
106.4
12
95
95
Pass
319
317
7/15120
20-185
Modified
A
-
10.0
112.5
14.3
107.7
12
96
95
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model 1 SN I Calibrated
Field Technician
313
Building Pad Fill: House Pad for 9549 Seaspray Drive, Lot # 13. BE End of Pad
-1.0
Bottom of pad
CPN I MC-3 / M340507396 I
Tech, Port St. Lucie
314
Building Pad Fill: House Pad for 9549 Seaspray Drive, Lot Is 13. SW End of Pad
-1.0
Bottom of pad
CPN/ MC-3 1 M3405073961
Tech, Port Sl. Lucie
315
Building Pad Fill: House Pad for 9549 Seespray Drive, Lot # 13. NW End of Pad
-1.0
Bottom of pad
CPN I MC-3 1 M3405073961
Tech, Port St. Lucie
316
Footings: Footings for 9549 Seaspray
Drive, Lot If 13. NW End of Footings
-1.0
Bottom of footings
CPN / MC-31 M3405073961
Tech, Port St. Lucia
317
Footings: Footings for 9549 Seaspray
Drive, Lot # 13. NE End of Footings
-1.0
Bottom of footings
CPN I MC-3 / M3405073961
Tech, Port St. Lucie
318
Footin s: Footings for 9549 Seaspray
Drive, Lot # 13. BE End of Footings
-1.0
Bottom of footings
CPN / MC-3 / M3406073961
Tech, Port St. Lurie
319
Footings: Footings for 9549 Seaspray
Drive, Lot Is 13. NE End of Footings
-1.0
Bottom of footing a
Truxler I T-3430 / 21330 /
Tech, Port St. LuGe
Remarks
Comments
Pass: Density Pass
Fall: Density Fall
Tests are "Direct Transmission" (Method A) unless probe depth Is noted as
"Backscaaer°. 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.
Ardaman In -Place Density Report
Client:
& Associates, Inc. Permit # 1910.0088
Renar Development Corp.
Report Date: 7/15/2020
3725 S. East Ocean Boulevard, Suite 101
Port St. Lucia Branch Test Method: ASTM D 6938
Stuart, FL 34996
Ronda CA No. 59W
460 NW Concourse Pleca. Unit 1
Pod St. Lucle, FL 34986
Phone, 772-870.0072
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 Jul 15, 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.