HomeMy WebLinkAboutCompaction Test Soil Nuclear Gauge Client: Project: jo 3
Report Date:4/28/2017 David Hall 17-1190.00
Test Method:ASTM D 6938 1040 Pulitzer Road 1040 Pulitzer Road
Port
S Stt
i .Lucie.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 (%) (pcf) (%) (pcf) (in) Compaction (%) Remark
�. 1 4/27/17 p-1 N/A 10.6 110.0 8.0 108.2 12 98 95/105 Pass
2 4/27/17 p-1 N/A 10.6 110.0 9.2 107.3 12 98 95/105 Pass
3 4/27/17 p-1 N/A 10.6 110.0 1 7.8 107.5 12 98 95/105 Pass
4 4/27/17 p-1 N/A 10.6 110.0 8.7 108.2 12 98 95/105 Pass
5 4/27/17 p-1 N/A 10.6 110.0 7.8 108.1 12 98 95/105 Pass
6 4/27/17 p-1 N/A 10.6 110.0 9.3 107.9 12 98 95/105 Pass
Test Information
Gauge
Test# Test Location Elevation Reference Make/Model/SN Field Technician
1 Below Slab Grade:Foundation pad,front mother-in-law suite,northeast comer 0-1 Troxler 3411-B 12767 Grimes,John
2 Below Slab Grade:Foundation pad,front mother-in-law suite,southwest comer 0-1 Troxler 3411-B 12767 Grimes,John
3 Below Slab Grade:Foundation pad,front mother-in-law suite,center 0-1 Troxler 3411-B 12767 Grimes,John
4 1 Below Slab Grade:Foundation pad,front addition to back porch,northeast corner 0-1 Troxler 3411-B 12767 Grimes,John
5 Below Slab Grade:Foundation pad,front addition to back porch,southwest corner 0-1 Troxler 3411-B 12767 Grimes,John
6 Below Slab Grade:Foundation pad,front addition to back porch,center 0-1 Troxler 3411-B 12767 Grimes,John
Remarks I 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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