HomeMy WebLinkAboutCompaction test Soil Nuclear Gauge Client: Project:
Report Date:6/23/2020 Paul Jacquin&Sons, Inc. 18-5750.00
' RNATONP Test Method:ASTM D 6938 7348 Commercial Circle Paul Jacquin&Sons, Inc 2018-2019 Master
Port St.Lucie Fort Pierce, FL 34951 Agreement
FBPECA#4930 Various Locations
607 NW Commodity Cove FL 34948
Port St.Lucie,FL 34986
Phone:T72-924-35751 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 N- (pcf) N (pcf) (in) Compaction N Remark
7 3/17/20 P-2 N/A 11.1 114.5 11.0 109.2 12 95 95/105 Pass
18 3/17/20 P-2 N/A 11.1 114.5 10.5 110.4 12 96 95/105 Pass
9 3/17/20 P-2 N/A 11.1 114.5 9.5 110.3 12 1 96 1 95/105 1 Pass
Test Information
Gauge
Test# Test Location Elevation Reference Make/Model/SN/Calibrated Field Technician
7 Below Slab Grade:1013 Carpenter Haver Rd,Ft Pierce,shop pad,SE side. 0-1' Troxler/T3430/34784/ Evans,Amber
8 Below Slab Grade:1013 Carpenter Haver Rd,Ft Pierce,shop pad,NW side. 0-1' Troxler/T3430/34784/ Evans,Amber
9 Below Slab Grade:1013 Carpenter Haver Rd,Ft Pierce,shop pad,center. 0-1' Troxler/T3430/34784/ Evans,Amber
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.
7,8,9:Below stripped surface 0-1,1-2'HCP 50+,>95%
Compaction,PASS.HCP tests are empirically correlated to the
relative density of the soil.
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