HomeMy WebLinkAboutSOIL NUCLEAR GAUGEArdaman Soil Nuclear Gauge Client: Project:
& Associates, Inc. Perms 909 0087 Richard K. Davis Construction Corporation 113-18-64-5489
Repo Date: 3/6/2020 4205 Metzger Road Missionary Flights International-Phasel
Port St Lucie Branch Test Method: ASTM D 6938 Fort Pierce, FL 34947 �,(ytpittt� 3163 Hammond Road
Florida CA No. 5950 o1V`� Fort Pierce, FL
460 NW Concourse Place, Unit 1 (�yj
Pod St. Lucie, FL 34986 lam. �(
Phone:n2-87600n St. hif hornpirAir
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)
Remark
280
2125/20
18-205
A
—
11.0
110
104
10982
99
98
Pass
281
2/25/20
18-20
110.5
11.6
109
12
99
98
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model / SN I Calibrated
Field Technician
280
Building Pad Fill: Cottage Pads 14. NW End of Cottage Pad 1
-1.0
Top of Pad
CPN / MC-3 / M340507396 /
1Tech. Port St.
Lucie
281
Building Pad Fill: Cottage Pads 1-4. SE End of Cottage Pad 1
-1.0
Top of Pad
CPN / MC-3 / M340507396 /
Tech, Port St. Lucie
Remarks
Comments
Pass: Density Pass
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
°Sackscattef. Gauge calibretion data on file with the testing agency.
MAR 0 9 2020
ST. Lucie County, permitting
AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL"f?RE1PER OF � -` . `Page 1 of 1
THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED
PENDING OUR WRITTEN APPROVAL. 'tl•'
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