Confusion Hill - South Fork Eel River Bridge. Mendocino County, California
- 2009 ASBI Bridge Awards of Excellence. Jury Comments - The selection of the balanced cantilever segmental bridge for this rugged and challenging location resulted in a construction method that minimized impacts to the environmentally sensitive scenic river gorge. The innovative design provides for a safe, durable structure in a seismically active area.
- 2009 Constructor Awards FINALIST AGC California .Category - Meeting the Challenge of the Difficult Job - Heavy Engineering Classification.
Services Provided by FINLEY:
- Construction Engineering Services
- Preparation of integrated Shop Drawings
- Construction Analysis of Contractor’s Construction Scheme
- Construction and Geometry Control Manuals
- Working Drawings Preparation
- Stressing Data For The Post-Tensioning Tendons
Specifications & Details
The Confusion Hill project alleviates a recurring problem of landslides and slipouts around Confusion Hill on Route 101 occurring over the last decade. A large, ancient rock slide complex extends from the South Fork of the Eel River to more than 1,000 feet above; enveloping the current highway located 140 feet above the river. This slide activity has caused numerous road closures and delays associated with one-way traffic control situations. Geotechnical studies of the site concluded that the ancient slide is progressively losing strength with a high probability that the slides within the complex will continue to move in the future. The current road had to endure numerous closures during the winter of 2005 and 2006 because of continued slide activity. Over a period of ten years, $33M has been spent on slide repairs.
This project replaces the existing highway with a 3-span variable depth cast-in-place segmental structure. The spans of the bridge are 106m, 174m, and 133m, with a bridge deck width of 13m. The structure was built utilizing the balanced cantilever construction method with end spans constructed on falsework. The box depth varies from 9.6m at the interior piers, to 3.5m at the end spans, and a variable superelevation up to 11%.
FINLEY performed a time-dependent staged analysis of the structure to monitor stresses and anticipated deflections during construction. The analysis was further refined to accurately predict cantilever rotations associated with the deflections of the 51m long integral columns. Construction and geometry control manuals were provided, and the geometry of each phase of activity was evaluated during construction.