| Design Guides | Spreadsheets | Description | Revised |
|---|---|---|---|
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Calculates the Factor of Safety Against Liquefaction |
November 2018 |
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Provides Drilled Shaft Factored Resistances in Soft Shale <100ksf for various diameters and depths as well as the top of shaft deformation under service loading. |
May 2017 |
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Provides Drilled Shaft Factored Resistances in hard rock for various diameters and depths as well as the top of shaft deformation under loading. |
October 2016 |
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Provides maximum pile capacity that can be assumed when checking to see if a substructure can be re-used. |
August 2016 |
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Provides a Simple but Conservative Procedure to Provide a Temporary Sheet Pile Design |
May 2015 |
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Estimates Primary Settlement of Cohesive Layers using Moisture Content and Qu |
December 2014 |
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Determines the Feasibility of using an Integral Abutment Given Bridge Length, Skew and Soil Borings |
October 2017 |
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Provides Sheet Pile Properties to determine (b/tmin)ε used to determine if local buckling will control the sheeting section modulus design. |
November 2011 |
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Provides the Shaft Foundation Depth Necessary to Resist the Overturning and Torsional Load from Traffic Signals, Sign Structures and Light Poles/Towers |
August 2011 |
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WSDOT PILE BEARING VERIFICATION |
Provides Pile Inspectors Charts/Graphs to Determine the Nominal Driven Bearing Indicated by the WSDOT Dynamic Formula |
February 2010 |
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IDOT Static Method of Estimating Pile Length vs. Resistance |
January 2010 |
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Provides a Bridges Seismic Site Class |
January 2010 |
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Determines a Cofferdams Factor of Safety Against Hydrostatic Uplift |
November 2006 |
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Analyzes the Pullout Resistance and Stress in Geotextile Walls |
November 2006 |