HomeMy WebLinkAboutCompaction Test Soil Nuclear Gauge Client: Project:
Report Date: 11/1/2017 Higgins Brothers Construction, LLC 17-6774.00
�''Faranr�`'Pv Test Method:ASTM D 6938 1361 SE Buckingham Terrace Higgins Brothers Construction 2017-2018 Master
Port St.Lucie Port Saint Lucie, FL 34952 Agreement
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—
Test# Of Date Proctor ID Method Classification N (pcf) N (pcf) (in) Compaction N Remark
1 10/27/17 P-1 N/A 12.0 103.5 11.9 98.9 12 96 95/105 Pass
2 10/27/17 P-1 N/A 12.0 103.5 11.9 99.0 1 12 1 96 1 95/105 Pass
3 10/27/17 P-1 N/A 12.0 103.5 12.4 98.6 1 12 95 95/105 1 Pass
Test Information -_
Gauge
Test# Test Location Elevation Reference Make/Model/SN I Calibrated Field Technician
1 Below Slab Grade:6003 Birch Drive,Fort Pierce,Foundation pad,northeast corner 0-1 Troxler/T3430/22260/4/25/2011 Wilson,Todd
2 Below Slab Grade:6003 Birch Drive,Fort Pierce,Foundation pad,center area 0-1 Troxler/T3430/22260/4/25/2011 Wilson,Todd
3 Below Slab Grade:6003 Birch Drive,Fort Pierce,Foundation pad,southwest corner 0-1 Troxler/T3430/22260/4/25/2011 Wilson,Todd
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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