HomeMy WebLinkAboutCompaction Test mwmArdamanSoil Nuclear Gauge client: Project:
&Associates,Inc/ Permit#2002-0642 Renar Development Corp. 113-15-66-5434B
Report Date:5/19/2020 3725 S. East Ocean Boulevard,Suite 101 Morningside Residential Lots
Part SL Lucie Branch Test Method:ASTM D 6938 Stuart,FL 34996 Fort Pierce
Florida CA No.5950 Fort Pierce,FL
480 NW Concourse Place,Unit 1
Port St.Lucls,FL 34988
Phone:772-878-0072 '�-
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Optimum Maximum In Place In Place Probe
Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Min Comp.
Test# Of Date Proctor ID Method Classification % (pc (%) (pcf) (in) Compaction (a/o Remark
283 5/12/20 20-147 A — 6.5 114.0 10.1 108.4 12 95 95 Pass
Modified
284 5/12120 20-147 A - 6.5 114.0 8.7 108.9 12 96 95 Pass
(Modified)
285 5/12120 20-147 A - 6.5 114.0 9.6 108.0 12 95 95 Pass
(Modified)
286 5112120 20-147 A -- 6.5 114.0 9.3 110.0 12 96 95 Pass
(Modified)
287 5/12120 20-147 A - 6.5 114.0 10.4 108.7 12 95 95 Pass
(Modified)
288 5/12/20 20-147 A - 6.5 114.0 10.1 109.4 12 96 95 Pass
(Modified)
• Gauge
Test# Test Location Elevation Reference Make I Model J SN I Calibrated Field Technician
283 Footings:Footings for Lot 40 at 9612 Rainwood Court.NW End of Footings -1.0 Bottom of footings CPN I MC-3/M340507396/ Tech,Port St.Lucie
284 Footings:Footings for Lot 40 at 9612 Rainwood Court.SW End of Footings -1.0 Bottom of footings CPN 1 MC-3/M340507396/ Tech,Port St.Lucie
285 Footings:Footings for Lot 40 at 9612 Rainwood Court.SE End of Footings -1.0 Bottom of footings CPN I MC-3/M340507396/ Tech,Port St.Lucie
286 Building Pad Fill:Building Pad for Lot 40 at 9612 Rainwood Court.NE End of Pad -1.0 1 Bottom of pad CPN I MC-31 M340507396 I Tech,Port St.Lucie
287 Building Pad Fill:Building Pad for Lot 40 at 9612 Rainwood Court.NW End of Pad -1.0 Bottom of pad I CPN 1 MC-3/M340507396! ITech,Port St.Lucie
288 Building Pad Fill:Building Pad for Lot 40 at 9612 Rainwood Court.SW End of Pad -1.0 Bottom of pad CPN/MC-3/M340507396 ITech,Port St Lucie
Pass:Density Pass Tests are"Direct Transm,sslon"(Method A)unless probe depth is noted as
"Backscattef'.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.
mw"w Ardaman soil Nuclear Gau a Client: Project:
&Associates,Inc Permit#2002-0542 Renar Development Corp. 113-15-66-5434B .
Report Date:5/19/2020 3725 S. East Ocean Boulevard,Suite 101 Morningside Residential Lots
Port St.Lucie Branch Test Method:ASTM D 6938 Stuart,FL 34996 Fort Pierce
Florida CA No.5950 Fort Pierce,FL
460 NW concourse Place,unit t
Port St.Lucie,FL34886
phone:7724d78-W72
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This item has been digitally signed and sealed by Branch
Manager Dan J.Zrallack, P.E.on May 19,2020 using a
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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 PENDIN(
OUR WRITTEN APPROVAL.