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Weston Tunnel Grade Separation

  • Soldier Piles & Lagging

Weston Tunnel Grade Separation

HC Matcon achieved a significant milestone on the Weston Tunnel project, allowing for the GC to accelerate the schedule and make up for project delays. HCM mobilized 5 large diameter drill rigs and in seven and a half weeks installed 311 soldier piles (12,000 linear feet) drilled into bedrock up to 60 feet deep and approximately 620 filler piles (7,000 linear feet). The work was completed with an average of 30% downtime as drilling was carried out between two operational train tracks.

Client: KO Constructors
Location: Etobicoke, Ontario

Graham Residence

Graham Residence

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 Residential Shoring: Complex Design Requires Innovation A retaining wall was required to accommodate the architectural design for a private residence. The site topography presented the General Contractor (Builder) with the
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Centron Business Park Retaining Wall

Centron Business Park Retaining Wall

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Steep Slope Retaining Wall The site topography presented the developer with the challenging task of constructing a permanent retaining wall structure into a hill formation near Blackfoot Trail in southeast
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Upper House Condominiums - Caisson Wall Piles and Lagging

Upper House Condominiums

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Upper House Condominiums HCM completed the shoring for the eight storey Upper House Condominium project which required a 12m deep excavation for two levels of underground parking. A tied-back shoring
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TTC Patten Building

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TTC Patten Building HC Matcon was retained to install micropile foundation for TTC Patten Building on 835 Davenport Road, Toronto. The building was originally designed for storage of paper tickets
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Currie Barracks Residential Development

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Currie Barracks Residential Development HCM was contracted to provide the design and installation of shoring system for a multi-family condo development in the Currie Barracks area SW Calgary. Conventional cantilever
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George Street Bridge

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George Street Bridge This bridge replacement project required the drilling of two abutments consisting of a total of 32 drilled caissons in the existing creek bed. In addition to the
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