HomeMy WebLinkAboutSoil Nuclear Gauge_Test-0289-0296_6283258Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
289 Building Pad Fill: House Pad at 9512 Silver Sands Lane, Lot 4. Footing E Side -2.0 Top of Pad Troxler / T-3430 / 21330 / Tech, Port St. Lucie
290 Building Pad Fill: House Pad at 9512 Silver Sands Lane, Lot 4. Footing N Side -2.0 Top of Pad Troxler / T-3430 / 21330 / Tech, Port St. Lucie
291 Building Pad Fill: House Pad at 9512 Silver Sands Lane, Lot 4. Footing W Side -2.0 Top of Pad Troxler / T-3430 / 21330 / Tech, Port St. Lucie
292 Building Pad Fill: House Pad at 9512 Silver Sands Lane, Lot 4. Footing S Side -2.0 Top of Pad Troxler / T-3430 / 21330 / Tech, Port St. Lucie
293 Building Pad Fill: House Pad at 9512 Silver Sands Lane, Lot 4. Foundation SE Corner -1.0 Top of Pad Troxler / T-3430 / 21330 / Tech, Port St. Lucie
294 Building Pad Fill: House Pad at 9512 Silver Sands Lane, Lot 4. Foundation NE Corner -1.0 Top of Pad Troxler / T-3430 / 21330 / Tech, Port St. Lucie
295 Building Pad Fill: House Pad at 9512 Silver Sands Lane. Lot 4. Foundation NW Corner -1.0 Top of Pad Troxler / T-3430 / 21330 / Tech, Port St. Lucie
296 Building Pad Fill: House Pad at 9512 Silver Sands Lane, Lot 4. Foundation SW Corner -1.0 Top of Pad Troxler / T-3430 / 21330 / 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)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
289 5/18/20 20-153
(Modified)
A --9.5 116.0 14.2 110.7 12 95 95 Pass
290 5/18/20 20-153
(Modified)
A --9.5 116.0 12.8 111.2 12 96 95 Pass
291 5/18/20 20-153
(Modified)
A --9.5 116.0 13.6 110.3 12 95 95 Pass
292 5/18/20 20-153
(Modified)
A --9.5 116.0 13.0 112.0 12 97 95 Pass
293 5/18/20 20-153
(Modified)
A --9.5 116.0 12.9 111.4 12 96 95 Pass
294 5/18/20 20-153
(Modified)
A --9.5 116.0 12.8 109.7 12 95 95 Pass
295 5/18/20 20-153
(Modified)
A --9.5 116.0 12.6 111.7 12 96 95 Pass
296 5/18/20 20-153
(Modified)
A --9.5 116.0 9.9 112.5 12 97 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
Soil Nuclear Gauge
Test Method: ASTM D 6938
Permit # 2003-0421
Report Date: 5/28/2020
Client:
Renar Development Corp.
Stuart, FL 34996
3725 S. East Ocean Boulevard, Suite 101
Project:
Morningside Residential Lots
113-15-66-5434B
Fort Pierce, FL
Fort Pierce
Florida CA No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie, FL 34986
Phone: 772-878-0072
Port St. Lucie Branch
Page 1 of 2
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 2 of 1
Soil Nuclear Gauge
Test Method: ASTM D 6938
Permit # 2003-0421
Report Date: 5/28/2020
Client:
Renar Development Corp.
Stuart, FL 34996
3725 S. East Ocean Boulevard, Suite 101
Project:
Morningside Residential Lots
113-15-66-5434B
Fort Pierce, FL
Fort Pierce
Florida CA No. 5950
460 NW Concourse Place, Unit 1
Port St. Lucie, FL 34986
Phone: 772-878-0072
Port St. Lucie Branch
Page 2 of 2
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