HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
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iir Associates, Inc.59111111111111*
Report Date: 5/2/2019
Port St. Lucie Branch Test Method: ASTM D 6936
Florida CA No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie, FL 34986
Phone: 772-878-0072
Client:
Richard K. Davis Construction Corporation
4205 Metzger Road
Fort Pierce, FL 34947
Project:
113-19-64-5449 ,
Pursuit Boats
3901 St. Lucie Blvd.
Fort Pierce, FL
Test Results
Test#
Retest
Of
Test
Date
ProctorlD
'
Method
Soil
Classification
Optimum
Moisture
M
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pcf)
Probe
Depth
(In)
Percent
Compaction
Min Comp.
(%)
Remark
1
4/30/19
19-072
A
--
11.0
111.5
9.3
105.7
12
95
95
Pass
2
4/30/19
19-072
A
--
11.0
111.5
6.6
106.0
12
95
95
Pass
3
4130/19
19-072
A
--
11.0
111.5
10.2
105.4
12
95
95
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN I Calibrated
Field Technician
1
Building - Slab on Grade: North Portion of Shelter Building
-1.0
Top of Pad
Troxler / T-3430 / 21330 /
Tech, Port St. Lucie
2
Building - Slab on Grade: Center of Shelter Building
-1.0
Top of Pad
Troxler / T-3430 121330 /
Tech, Port St. Lucie
3
Building - Slab on Grade: South Portion of Shelter Building
-1.0
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
"Backscatler". Gauge calibration data on file with the testing agency.
SCANNED
BY
St. Lucie County
RECEIVED
MAY 0 2 Zo1B
Permitting Department
- St. Lucie County
This item has been digitally signed and sealed by Branch
Manager Dan J. Zrallack, P.E. on May 02, 2019 using a
Digital Signature.
Printed copies of this document are not considered signed
and sealed and the BHA authentication code must be
verified on any electronic copies.
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