Transcription of Suncore ETF Temporary Cooler Pipe Support, Fort …
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Suncore ETF Temporary Cooler Pipe Support, Fort …
Summary of Load Test Results Suncore ETF Temporary Cooler Pipe Support, Fort mcmurray , AB Canada Prepared for American Piledriving Equipment March 2014 1100 112th Ave. NE, Suite 500 Bellevue, WA 98004 suncor EFT Ft mcmurray Project Location Pile DesignerGeotechnical ExplorationsInstallation ContractorDateSubsurface summary:very stiff clay shale fill and till over hard clay shale (Clearwater Formation) (Boring TH14-3 located ~20 feet north)Pile ParametersShaft diameterinch28 Helix yield strengthksi110 Number of helixes1 Distance between helixfeetNAInstallation EquipmentAPE HD200 Helical DriverCaterpillar 374D L Excavator Installation ParametersPile tip depthfeet20 Torque at final depthkip-feet90 Average torque, full depthkip-feet39 Average torque, bottom 5 ftkip-feet50 Measured Pile ResistanceUltimate Resistance from static load test in upliftkips140 Estimates of ResistanceSoil mechanics based (Tappenden and Sego, 2007, cohesive)kips130 Empirical based on average torque (Sakr, 2013)kips80 Empirical based on average torque in bottom 5' (Sakr, 2013)kips100 Empirical based on end of driving torque (Perko, 2009)kips200 December, 2014 suncor ETF Temporary Cooler Pipe SupportApprox.
Suncor EFT Ft McMurray Project Location Pile Designer Geotechnical Explorations Installation Contractor Date Subsurface summary: very stiff clay shale fill and till over hard clay shale (Clearwater Formation)
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