HomeMy WebLinkAboutCompaction Test IOCi2 7 p 4
Soil Nuclear Gauge Client: Project:
Report Date:2/10/2017 Trefelner Construction Inc. 16-3031.00
`RNATeaPv Test Method:ASTM D 6938 1760 Copenhaver Rd 10518 Ciakbridge Court
Port St.Lucie Fort Pierce, FL 34945 Fort Pierce, Florida
FBPE CA#4930
521 NW Enterprise Drive
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
4 2/10/17 P-1 N/A 10.8 123.5 10.1 117.8 12 95 95/105 Pass
5 2/10/17 P-1 N/A 10.8 123.5 10.0 118.2 12 96 95/105 Pass
6 2/10/17 P-1 N/A 10.8 123.5 10.4 118.2 12 96 95/105 r Pass
Test Information
Gauge
Test# Test Location Elevation Reference Make/Model/SN Field Technician
I' 4 Below Slab Grade:Detached garage,foundation pad,southeast corner 0-1 Troxler T3430 25092 Smith,Johnnie
5 Below Slab Grade:Detached garage,foundation pad,northwest corner 0-1 Troxler T3430 25092 Smith,Johnnie
6 Below Slab Grade:Detached garage,foundation pad,center 0-1 Troxler T3430 25092 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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