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Geotechnical Services Division

Basic Requirements for a Geotechnical Investigation

When a Geotechnical Investigation is Required
If the project is expected to have significant cuts and/or fills, involves unstable ground (e.g., landslides, rockfall areas), crosses, wetlands or otherwise soft ground, or contains structures such as bridges, retaining walls, large hydraulic/drainage structures, a geotechnical investigation and design will likely be needed. 

If the project contains any of the above elements the Geotechnical Division should be involved early in the project development to provide input.

Initiating and Planning for a Geotechnical Investigation
The Regional  Materials Laboratory acts as a clearing-house for new geotechnical work and are the first point of contact to initiate geotechnical investigations and designs.  If its determined that the Geotechnical Services Division will be doing the work, the Geotechnical Services Division should be contacted to obtain a project specific scope of work, and cost estimate  to complete the required geotechnical investigation and design.  The exception to this is bridge foundation design, in which case the Office of Bridge and Structures is the first point of contacts.

For those wishing to obtain geotechnical services for their project, it is important that they start as early as possible in the project development process to prevent potential delays to the project schedule.  It is difficult to provide an estimate of how long it typically takes to complete a geotechnical design, as the time required is very project specific. Depending on factors such as Federal, State, and Local permits,  right of entry needs, overall complexity of the project, the timely availability of the necessary site data from the region project office, and overall workload of the Geotechnical Services Division the time could ranges from 2 to 6 months.

Section 510 of the WSDOT State Design Manual provides detailed guidance on what is required to initiate a geotechnical investigation and design.  Special guidance regarding retaining walls is provided in Section 1130 of the State Design Manual.


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