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Additional resources for Geotechnical Design Manual M 46-03.02
For this contractual scenario, the HQ Geotechnical Division is responsible to oversee and administer the consultant agreement and task assignments. If it is determined by the Region or other WSDOT office that a general civil or structural consultant is needed to handle the design work normally handled by that WSDOT office, the HQ Geotechnical Division and Region Materials Office should be contacted prior to sub-consulting the geotechnical portion of the project. Both the Region Materials Office and Geotechnical Division may have staff available to perform the geotechnical design for the project.
8 Sample Retention and Chain of Custody In general, there are three types of samples obtained by the HQ Geotechnical Division and geotechnical consultants: disturbed soil samples (includes sack samples from test pits), undisturbed soil samples, and rock cores. Disturbed soil samples are typically used for soil classification purposes, though on occasion they may be used for more sophisticated testing. Undisturbed soil samples are primarily used for more sophisticated testing, though they may also be used for evaluation of detailed layering and soil structure.
This may include documenting the geotechnical design decisions made, and identifying construction contract specifications that need to be reevaluated at a later time, should the project PS&E be put on the shelf until adequate funding is available. The geotechnical PMP team member should also make the geotechnical project file ready for long-term storage, making sure that if another geotechnical designer must work on the project, that the calculations and logic for the decisions made are easy to follow.