Laurel Ridge Development
Client: Branch Engineering
Year: 2024 -
Location: Eugene, Oregon
Features:
Reviewed historical documentation and evaluated Lidar imagery to assess surface features and potential landslide zones
Identified prehistoric landslide features potentially impacting proposed access road
Documented ongoing slope movement with monitoring instrumentation
Performed detailed geotechnical evaluation of slope stability and roadbed conditions
Planned and executed a subsurface boring program
Evaluated stability of in-place fill and native soils supporting the roadway
Interpreted slope inclinometer data indicating creep to depths of 20 feet
Project Summary
Central Engineering Services(CES) was retained to conduct a geotechnical investigation for an access roadway to support a planned subdivision. The site is below steep slopes where multiple documented landslides have occured. In addition some slope movement has been observed. The purpose of the investigation was to evaluate slope and roadway stability and to develop geotechnical recommendations for roadway improvement and long-term stabilization..
Scope of Work: The geotechnical investigation is focused on assessing the stability of the existing roadway, the fill embankment, and underlying native soils without modifying the current roadbed grade. The work includes historical documentation review, Lidar interpretation, subsurface exploration, and installation of monitoring instrumentation. Findings will inform geotechnical recommendations to support the design and construction of geotechnical measures intended to enhance long-term slope stability along the roadway corridor.
Key Activities:
Reviewed historical documentation, including records of past slope failures (1984, 1996, 1999) and geologic hazard mapping
Evaluated Lidar imagery to assess surface features and potential landslide zones
Identified prehistoric landslide features potentially impacting proposed access road
Documented ongoing slope movement with monitoring instrumentation
Performed detailed geotechnical evaluation of slope stability and roadbed conditions
Planned and executed a subsurface boring program, including:
10 geotechnical borings
5 borings instrumented with slope inclinometers
2 borings completed as piezometers for groundwater observation
Evaluated stability of in-place fill and native soils supporting the roadway
Interpreted slope inclinometer data indicating creep to depths of 20 feet
Results: CES’s geotechnical team developed recommendations for roadway stabilization and improvement on existing roadway, and provided input which will support the retaining wall design and embankment systems.