Mortar joints are the planned weak point of a brick wall. They are meant to be softer than the brick so the wall can move and so that any deterioration happens in material that is easier to replace than the brick itself. In Canadian conditions, repeated freezing widens the small gaps that open as joints age, and water that sits in a recessed joint freezes, expands, and pries the joint apart further. Repointing replaces the outer layer of failed mortar before that process reaches the brick.

Brick wall showing weather-struck mortar pointing with a sloped joint profile

Weather-struck pointing sheds water away from the joint. Photo: Wikimedia Commons (CC).

Reading the symptoms

Before mixing anything, confirm the joints actually need work. The usual signs that point toward repointing in a cold climate include:

  • Mortar that crumbles to powder or sand when scraped with a key or screwdriver.
  • Joints recessed more than a few millimetres below the brick face.
  • Hairline gaps between the mortar and the brick edge, where water can enter.
  • Damp patches or efflorescence on the interior face after a thaw.

Sound mortar that is simply discoloured does not need replacing. Repointing a wall that does not need it removes serviceable material and can introduce a mortar that is harder than the original.

Matching a compatible mortar

The most common mistake on older Canadian masonry is repointing soft historic brick with a modern, high-cement mortar. A hard mortar will not yield to seasonal movement, so stress is forced into the brick instead, and the brick faces begin to spall. Conservation guidance from the Canadian Conservation Institute and the U.S. National Park Service consistently recommends matching the new mortar to the original in strength, permeability, and appearance, generally favouring softer lime-rich mixes for older walls.

Compatibility principle

The repair mortar should be no stronger than the brick and no stronger than the surrounding original mortar. When unsure of the original mix, have a sample analysed rather than defaulting to a standard cement mortar.

Preparing the joints

Rake out the deteriorated mortar to a depth of roughly two to three times the joint width, enough to give the new mortar a solid key. Remove material by hand or with care to avoid widening the joint or chipping the brick arrises. Brush out dust and lightly dampen the surface so the dry brick does not pull water out of the fresh mortar too quickly.

Typical joint depth

  • Rake-out depth2–3× joint width
  • Surface before fillingDust-free, lightly damp
  • Fill inSeveral thin lifts
  • ToolingWhen thumbprint-firm

Filling and tooling

Pack the joint in several thin layers rather than one deep pass, letting each layer firm up before adding the next. This reduces shrinkage cracking and gives a denser fill. Once the final layer has stiffened to a thumbprint-firm state, tool the joint to compact the surface and shed water. A concave or weather-struck profile both direct water away from the open edge, which matters most where winter driving rain and snowmelt are frequent.

Timing the work for a Canadian season

Fresh mortar must cure before it freezes. That makes the practical working window late spring through early fall in most of the country, avoiding both hard frost and the hottest, driest spells that flash-dry the mix. Keep new work damp and shaded during curing, and avoid repointing when frost is forecast within the curing period.

Cold-weather caution

Mortar that freezes before it cures loses strength permanently. If late-season work is unavoidable, follow cold-weather masonry practices and protect the work; otherwise wait for the next season.

References