HomeMy WebLinkAboutSU01378.000 - 305 - SNG - 09.12.18.pdf IrGTL I THOM PSON Compaction Testing Client: Project:
IN C O R POR A 7 E Report#: SNG-000003 Leisa Sturm SU01378.000-305
Report Date: 9/20/2018 4552 Meadow Drive#13 Main Gore Drive S(Sturm)
Summit County Test Method:ASTM D 6938 Vail, CO 81657 5034&5044 Main Gore Drive South
1790 Airport Rd.Unit 2 Lot 2,Vail Meadows, Filing 1
POBox4928 Vail, CO
Breakenridge,CO 80424
Phone:970-453-2047
Test Results
Optimum Maximum In Place In Place Probe Optimum
Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Min Comp. Moisture
Test# Of Date Proctor ID Method Classification (%) (pcf) (%) (pcf) (in) Compaction (%) Tolerance(%) Remark
1 9/12/18 Vail Hospital 698C Granular 7.6 134.8 4.3 133.5 8 99 98 NA D
Import
2 9/12/18 Vail Hospital 698C Granular 7.6 134.8 4.7 135.3 8 100 98 NA D
Import
6 9/12/18 On-Site Native 698C Granular 10.0 123.7 6.8 121.4 8 98 98 NA D
Backfill
7 9/12/18 On-Site Native 698C Granular 10.0 123.7 4.8 124.2 8 100 98 NA D
Backfill
Test Information
Gauge
Test# Test Location Elevation Reference Make/Model/SN/Calibrated Field Technician
1 Structural Fill: North corner of foundation -2.0 Subgrade TROX/3430/34997/5/31/2017 Sacco, Brittany
2 Structural Fill: North corner of foundation _ -1.0 Subgrade TROX/3430/34997/5/31/2017 Sacco, Brittany
6 Structural Fill:Center of building pad _ 0.0 Subgrade TROX/3430/34997/5/31/2017 Sacco, Brittany
7 Structural Fill:Center of building pad 0.0 Subgrade TROX/3430/34997/5/31/2017 Sacco, Brittany
Remarks Comments
D:Test result is considered acceptable with no moisture Tests are"Direct Transmission"(Method A)unless probe depth is noted as
requirement. "Backscatter".Gauge calibration data on file with the testing agency.
This report presents opinions formed as a result of our observations of fill placement and the test results shown above. Test data are not the sole basis for Page 1 of 1
opinions whether the fill meets project specifications. The contractor is responsible to apply necessary compaction effort and moisture to comply with project
specifications . Our test results, observations and opinions do not constitute acceptance of the work.