HomeMy WebLinkAboutCompaction Test Soil Nuclear Gauge Client: Project:
Report Date: 1/25/2018 JDL Builders, LLC 16-2650.00
•`'�RHnr�`'P. Test Method:ASTM D 6938 1608 South Kanner Highway JDL Builders, LLC Various Projects
Port St.Lucie Stuart, FL 34994 44- — 044-1
FBPE CA#4930
607 NW Commodity Cove
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 lD Method Classification (%) (pcf) (%) (pcf) (in) Compaction N Remark
29 1/19/18 P-1 N/A 10.0 108.0 6.6 113.1 12 105 95/105 Pass
30 1119/18 P-1 N/A 10.0 108.0 7.5 112.1 12 104 95/105 Pass
31 1 1 1/19/18 1 P-1 N/A 1 10.0 1 108.0 1 7.3 1 113.4 1 12 1 105 1 95/105 Pass
Test Information
Gauge
Test# Test Location Elevation Reference Make/Model/SN/Calibrated Field Technician
29 Below Slab Grade: 10105 Muller Road,Ft Pierce, Foundation Pad,NW section 0-1 Troxler/3430/29796/ Smith,Johnnie
30 Below Slab Grade: 10105 Muller Road,Ft Pierce, Foundation Pad,SE section 0-1 Troxler/3430 129796/ Smith,Johnnie
31 Below Slab Grade: 10105 Muller Road,Ft Pierce, Foundation Pad,Center section 0-1 Troxler/3430/29796/ 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. RECEIVED
29,30,31:1-2,2-3,3-4 HCP=40+,>95%Compaction,PASS.HCP
tests are em iri ally correlated to the relative density of the soil.
JAN 2 9 2018
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