HomeMy WebLinkAboutIn-Place Density Report_Test-0001-0004_7604813Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
1 Building Pad Fill: NW End of Pad -1.0 Top of Pad CPN / MC-3 / M340507395 / Tech, Port St. Lucie
2 Building Pad Fill: SW End of Pad -1.0 Top of Pad CPN / MC-3 / M340507395 / Tech, Port St. Lucie
3 Building Pad Fill: SE End of Pad -1.0 Top of Pad CPN / MC-3 / M340507395 / Tech, Port St. Lucie
4 Building Pad Fill: NE End of Pad -1.0 Top of Pad CPN / MC-3 / M340507395 / Tech, Port St. Lucie
Remarks
Pass: Density Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
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
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
1 2/26/21 21-050
(Modified)
A --11.0 107.5 8.4 104.8 113.6 12 97 95 Pass
2 2/26/21 21-050
(Modified)
A --11.0 107.5 10.0 103.5 113.9 12 96 95 Pass
3 2/26/21 21-050
(Modified)
A --11.0 107.5 8.0 105.1 113.5 12 98 95 Pass
4 2/26/21 21-050
(Modified)
A --11.0 107.5 9.9 104.9 115.3 12 98 95 Pass
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED
PENDING OUR WRITTEN APPROVAL.
Page 1 of 1
In-Place Density Report
Test Method: ASTM D6938
Permit # 2009-0234
Report Date: 3/3/2021
Client:
Cole Construction
Santa Rosa Beach, FL 32459
3295 W. County Highway 30A F
Project:
505 N. Graves Rd
113-21-64-5424
Fort Pierce, FL 34945
505 N. Graves Rd
Florida Registration No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie,
Phone: 772-878-0072
Port St. Lucie Branch
This item has been digitally signed and sealed by Branch
Manager Dan J. Zrallack, P.E. on Mar 04, 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.