HomeMy WebLinkAboutInspection Docs (2) Soil Nuclear Gauge Client: Project:
���. Report Date: 3/20/2018 R Mossel Construction 17-7145.00 -
--- ,� Test Method:ASTM_ D 6938 13450 NW 160th Street R Mossel Construction 2017-
2018 Master
"An°a Okeechobee, FL 34973 Agreement — ---
Port St.Lucie
FBPECA#4930 Various Locations
607 NW Commodity Cove FL
Port St.Lucie,FL 34986
Phone:772-924-3575 1 Fax:772-924-3580
Test Results
Optimum Maximum In Place In Place Probe Min/Max
Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp.
Test# Of Date Proctor ID Method Classification M (pcf) M (pcf) (in) Compaction N Remark
1 2/22/18 P-1 N/A 14.1 102.6 12.2 101.5 12 99 95/105 Pass
2 2/22/18 P-1 N/A 14.1 102.6 11.9 102.3 12 100 95/105 Pass
3 2/22/18 P-1 N/A 1 14.1 102.6 11.7 -102.4 12 100 95/105 Pass
Test Information
Gauge
Test# Test Location Elevation Reference Make/Model/SN I Calibrated Field Technician
1 Below Slab Grade:7803 James Road,Fort Pierce,Foundation Pad,Southeast Section 0-1 Troxler/3440/27976/ Smith,Johnnie
2 Below Slab Grade:7803 James Road,Fort Pierce,Foundation Pad,Northwest Section 0-1 Troxler/3440 127976/ Smith,Johnnie
3 Below Slab Grade:7803 James Road,Fort Pierce,Foundation Pad,Center area 0-1 Troxler/3440/27976/ Smith,Johnnie
Remarks Comments
Pass:Tests results comply with specifications Tests are"Direct Transmission"(Method A)unless probe depth is noted as
"Backscatter".Gauge calibration data on file with the testing agency.
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RECEIVES
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