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Geotechnical Services Division

The Geotechnical Services Division provides the full range of geotechnical engineering and engineering geology services required to support the design, construction, and maintenance needs of the state’s transportation system.

The focus of these statewide geotechnical services is to insure that the soil or rock beneath the ground surface can support the loads and conditions placed on it by these transportation facilities.  These geotechnical services include subsurface field investigations, geologic site characterization, laboratory testing of soil and rock, structure foundation and retaining wall design, soil cut and fill stability design, rock slope design, unstable slope management, unstable slope (e.g., rock fall, landslides, debris flow, etc.) mitigation, material source (pits and quarries) evaluation, long-term site monitoring for geotechnical engineering purposes, support to Regional construction staff regarding geotechnical issues and contractor claims, and support to Regional maintenance staff as geotechnical problems (e.g., landslides, rock fall, earthquake or flood damage, etc.) arise on transportation facilities throughout the state.

WSDOT is well known nationally for its geotechnical engineering and engineering geology expertise, and provides a lead role in developing and setting national public sector standards of practice for the geotechnical profession.  Our staff are well trained and strongly motivated to develop cost effective solutions for even the most difficult of geotechnical problems.  The Geotechnical Services Division consists of two main sections, the Foundation Engineering Section and the Engineering Geology Section.  A summary description of the sections and units that make up the Geotechnical Services Division is as follows:
  • Foundation Engineering Section
    This section has three main areas of responsibility and it is divided into three separate units to handle those areas.  The units are:

    Foundation Engineering and Construction Unit - This unit is focused on providing geotechnical engineering services for the design and construction of structure foundations, retaining walls, and soil cuts and fills.

    Engineering Support Unit - This unit provides drafting, computer database and project schedule support for the entire Geotechnical Services Division.

    Laboratory Testing Unit - This unit provides laboratory testing services for the purpose of determining soil and rock properties for geotechnical design, also for the entire Geotechnical Services Division.

  • Engineering Geology Section
    This section has three main areas of responsibility and it is divided into three separate units to handle those areas.  The units are:

    Engineering Geology Design and Construction Unit - This unit is focused on providing engineering geology services for the design and construction of rock and soil slopes, unstable slope mitigation and repair, geologic site characterization, and geotechnical instrumentation reading and data compilation.

    Unstable Slope Management Unit - This unit's responsibilities include the management of over 2600 known unstable slopes statewide, developing geotechnical conceptual designs for slope stabilization and mitigation, cost estimating for unstable slope projects, and completing a cost/benefit analyses for those projects so they can be prioritized based on benefit-cost and stabilized.

    Field Exploration Unit - This unit provides subsurface drilling and soil/rock field testing services statewide for the entire Geotechnical Services Division.

  • Our Staff

  • Key Contacts
     

  • Geotechnical Design Manual (GDM)
    This manual is primarily for geotechnical specialists who wish to more fully understand WSDOT geotechnical design policy to carry out various types of geotechnical designs.  For those who are not geotechnical specialists, this manual is for those who wish to better understand the roles and responsibilities of various WSDOT offices regarding geotechnical design, design policies that could affect the scope and cost of geotechnical design services needed, and what to expect with regard to products produced by the HQ Geotechnical Division, the Region Materials Laboratories, and WSDOT geotechnical consultants.  For those who need to implement proprietary walls in construction contracts, this manual also provides approved plan details for all pre-approved proprietary wall systems.

    Geotechnical Design Manual M 46-03

  • Requirements for a Geotechnical Investigation

  • Useful Links

  • Infiltration Ponds
    Two reports have been recently completed on the subject of infiltration ponds.  The first report covers the research that developed the new design criteria.  The second report is the design manual that will be useful to those doing the actual sizing of the ponds in the field. 

    WA-RD 578.1 Implementation of Infiltration Ponds Research
    Joel Massmann. October 2003

    WA-RD 578.2 A Design Manual for Sizing Infiltration Ponds
    Joel Massmann. October 2003

  • MSE Wall Design
    This report provides the basis for the Simplified Method specified in the AASHTO LRFD Bridge Design Specifications (2007), and compares that method to other methods used in the past such as the FHWA Structure Stiffness and Coherent Gravity Methods.  These methods are used to estimate reinforcement loads for mechanically stabilized earth (MSE) walls. 

    WA-RD 513.1 Development of the Simplified Method for Internal Stability Design of Mechanically Stabilized Earth Walls
    Tony Allen, Barry Christopher, Victor Elias, and Jerry DiMaggio, 2001

    The following report presents a more accurate method of estimating reinforcement loads for mechanically stabilized earth (MSE) walls using the K-Stiffness Method.

    WA-RD 522.2 Prediction of Reinforcement Loads in Reinforced Soil Walls
    Allen, T. M., and R. J. Bathurst. 2003.

  • WSDOT Pile Driving Formula Research Report
    Development of the WSDOT Pile Driving Formula and its calibration for load and resistant factor design (LRFD).

    WA-RD 610.1 Final Research Report
    Allen, T.M.  March 2005

  • Analysis and Design of Wire Mesh/Cable Net Slope Protection
    Guidelines have been developed to support the design of Wire Mesh and Cable Net Slope Protection systems under a variety of loading conditions. Specifically, it provides design guidance on site suitability, characterizing external loads, fabric selection, anchorage requirements, and system detailing.

    WA-RD 612.1 Wire Mesh/Cable Net Slope Protection
    B. Muhunthan et al. April 2005

    WA-RD 612.2 Design Guidelines for Wire Mesh/Cable Net Slope Protection
    B. Muhunthan et al. April 2005
     
  • Long-Term Performance of Geotextile Separators, Bucoda Test Site - Phase III
    This research was Phase III of field investigations carried out over 12 years at a test section in southwest Washington in an effort to quantify the contribution of geotextile separators to the long-term performance of pavement sections.
     
    B. Collins and R. Holtz, October 2005
     
  • Real Time Monitoring for Unstable Slope Evaluation and Construction Control
    This PowerPoint presentation describes how real time monitoring has been implemented on WSDOT projects to investigate unstable slopes and to provide early warning of performance problems for geotechnical structures during construction.
     
  • Background on Geotechnical Resistance Factors for LRFD
    This NHI report presents the background needed to understand the basis of the strength limit state resistance factors for geotechnical foundation design provided in Section 10 of the AASHTO LRFD Bridge Design Specifications.  Development of downdrag load factors is also presented.

    Development of Geotechnical Resistance Factors and Downdrag Load Factors for LRFD Foundation Strength Limit State Design
    FHWA-NHI-05-052
    Allen, T.M. Feb. 2005

    In addition, detailed step-by-step guidance on reliability theory calibration of load and resistance factors for LRFD through the TRB E-Circular website.

    Calibration to Determine Load and Resistance Factors for Geotechnical and Structural Design
    TRB Circular E-C079
    Allen, T.M., Nowak, A.S., and Bathurst, R.J.  Sept. 2005


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