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Caissons

This project involved installation of 3 watertight caisson wall shafts. Two rectangular secant pile wall shaft approx 12m deep and one 6m diameter compression ring shaft approx 7m deep. In order to achieve the tight tolerance needed to ensure the shafts were in fact watertight the use of a guide wall was implemented. The guide wall was installed using Styrofoam form and concrete to allow drill casing to be perfectly centered over the drilled holes.

Client: McNally Construction
Location: Brampton, Ontario

University of Toronto Faculty of Law

/ Micropiles

TTC Steels Launch Shaft The expansion of the Faculty of Law building at the University of Toronto incorporated the addition of another storey to the existing building. The increased loading

Mapleview Drive

/ Soldier Piles & Lagging

Mapleview Drive The expansion of Mapleview Drive in Barrie required track protection for an existing railway overpass. HCM was retained to install a strutted piles and lagging shoring system. RWH

Dufferin Jog Elimination

/ Caissons, Micropiles

Dufferin Jog Elimination This project involved the extension of Duffering Street under an existing CN rail line and through the abutment wall of a century old CN bridge at Queen

BRT Tomken Station

/ Caissons, Shotcrete, Soldier Piles & Lagging

BRT Tomken Station The Mississauga Bus Rapid Transit (BRT) project is a dedicated roadway for bus travel. It stretches 18 km from Winston Churchill Boulevard to Renforth Drive. HCM’s scope

Talbot Street

/ Caissons

Talbot Street HCM completed the design-build shoring for the Azure condominium project in downtown London. Due to the soil conditions encountered during initial drilling, a full depth caisson wall was

Graham Residence

/ Shotcrete

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

Alloa Feedermain