South Fork Tolt River Project
Post-Tensioned Anchoring System
Seattle, Washington
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South Fork Tolt River Project, Post-Tensioned Anchoring System
Post-Tensioned Rock & Soil
Anchors Drilling
Drilling and installation of 58-strand post-tensioned tendon anchors.
Project Overview:
The South Fork Tolt River Reservoir is located in a seismically active area, and a five-year dam safety review concluded the intake tower structure was susceptible to damage from a seismic occurrence exceeding the latest earthquake design criteria. The seismic retrofit design required installing six post-tensioned tendon anchors and stressing each anchor to a lock-off load of 2.5 million pounds. Each anchor comprises fifty-eight 0.6-inch diameter epoxy-coated tendons. Layne GeoConstruction successfully installed the post-tensioned tendon anchors in a single work shift using a sky-crane helicopter. Overall length of the tendons was 291 feet with a total weight of 14,000 pounds per anchor. at the time, the anchors were the largest ever used for seismic retrofit of a structure of this type.

Installing the tendon holes for the anchors required drilling holes through the intake tower structure and into bedrock. The tendons holes were drilled through 3 feet thick steel reinforced structural concrete. Allowable deviation of the drill holes was minimal. Tthe tendon drill holes had to be guided through a maze of concrete with embedded pipes, valves, and hydraulic equipment crucial to the on-going daily operation of the intake tower.

To accomplish drilling the tendon holes to the unusually tight alignment and curvature specifications required implementing a variety of close-tolerance drilling equipment and techniques.

    Value of Work Performed:
$2,300,000
Project Duration:
9 months
Project Completion Date:
August 1998
Project Reference:
Project Owner
City of Seattle Water Department

Engineering Consultants
Woodward-Clyde Consultants