Ironclad completes the grout curtain in bedrock that required 46 holes including 450 linear meters of drilling and 8,150 liters of pressure grouting required to complete this scope.

Ironclad completes 3,200 m2 of sheet pile core wall built on and within the confines of bedrock that required 420 m3 of reinforced cast-in-place concrete.

Ironclad completes the rock embankment structure that has a total height of 50 meters and required 180,000m3 of rock backfill obtained from the onsite blasting operations required for the spillway. 

Ironclad completes the diversion spillway that is drilled 
and blasted into the bedrock proximate to the embankment structure on the east side. The work required 109,000 m3 
of drill and blast rock excavation and 352 m3 of reinforced cast-in-place concrete.

Ironclad completes all the electrical and mechanical scopes and successfully commissions the dam and turns asset over to the Town of Canmore.