HomeMy WebLinkAboutCompaction Test (2) Soil Nuclear Gauge Client: Project:
Report-Date: 3/20/2020 Paul JacgUin&Sons, Inc. 18-5750.00
t,FeNp�o„P Test Method:ASTM D 6938 7348 Commercial Circle Paul Jacquin&Sons, Inc 2018-201'9 Master
Port St.Lucie Fort Pierce, FL 34951 Agreement
FBPECA04930 Various Locations
507 NW Commodity Cove
Port st.Lucie,FL 34986 FL 34948
Phone:772-924.35751 Fax:772-924.3580
Test Results
Optimum Maximum In Place In Place P?obe Min/Max
Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp.
Test# Of Date Proctor ID Method Classification (%) (pcf) (%) (pcf) (in) Compaction (%) Remark
7" 3/17/20 P-2 N/A 11.1 114.5 11.0 109.2 12 95 1 95 i 105 Pass
8 3117/26 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 1 11.1 1 114.5 9.5 1 110.3 1 12 96 1 95/105 Pass
Test Information
Gauge
Test# Test Location Elevation Reference Make/Moclel/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:101.,3 Carpenter Haver Rd,Ft Pierce,shop pad,center. 0-1' Troxler/T3430 134784/ Evans,Amber
Remarks Comments
Pass:Tests results comply with specifications Tests are'Direct Transmission"(Method A)unless probe depth is noted as
'Back'scatW'.Gauge calibration data on file with the testing,agency.:
7,8,9:Below stripped surface 0-1,1-2'HCP 50+,>95 ao Compaction,PASS.HCP tests are empirically correlated to the
relative density of the soil.
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