Boring Machine Receiving Pit and Storm Line Tie-in
King County, Department of Public Works
Renton, Washington

Other Projects
I-405/SR-522 Stormwater Detention Vault—Woodinville, WA
Madison Park Condominium Basement—Seattle, WA
Terminal 5 Pipe Repair—Seattle, WA
Boring Machine Recovery—Renton, WA
Remedial Excavation at Shuffleton Substation—Renton, WA
Microtunnel Receiving Shaft, Bear Creek Crossing—Redmond, WA
Arapahoe Coal Handling Facility—Englewood, CO
Canterbury Castle Underpinning—Portland, OR
  • The goals of this project were twofold:

    - First, to provide a stable, dry excavation through which a 4-foot boring machine could exit.

    - Second, to provide shoring that would enable tie-in of a 4-foot-diameter storm line into an existing 11-foot-diameter pipe.

  • Frozen soil shoring was created around and below many existing untilities, including an 11-foot-diameter concrete pipe.

  • Soils were wet loose sand and silt. The frozen soil shoring extended deep below the 26-foot-deep excavation bottom to cut off most groundwater inflow.

Excavation of unfrozen soil adjacent to
frozen soil shoring.
4-foot concrete pipe through frozen soil shoring.
11-foot concrete pipe in foreground.
Freeze pipe design around and below existing
11-foot-diameter concrete pipe.

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