TUCKPOINTING · REVIEWED MAY 2026 · BY BRENT

TUCKPOINTING MORTAR

ft³ = LF · w · d ÷ 144
lin ft
in
RESULT
FILL IN ABOVE
BIA: minimum repoint depth = 2× joint width, no less than 5/8". 80 lb bag yield ≈ 0.6 ft³. 15% waste built in. Estimate only — match historic mortar carefully.
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About this calculator

This tuckpointing calculator estimates the mortar volume and 80-lb bag count needed to repoint deteriorated joints in a brick or stone wall. Volume comes from joint linear feet × joint width × repoint depth; the Brick Industry Association recommends a minimum repoint depth of 2× joint width and never less than 5/8 in for soft mortar. A standard 80-lb bag of Type N or S yields about 0.6 ft³ once mixed. The calculator builds in 15% waste because tuckpointing involves a lot of small applications and partial-bag cure-offs. ESTIMATE ONLY — for historic buildings, mortar mix must match the original by composition and hardness; verify with a preservation mason before purchasing.

How to use this calculator

Enter the total joint linear feet to repoint. For modular brick walls, allow ~7 lin ft of joint per ft² of wall (head + bed joints combined) — so a 100 ft² wall has roughly 700 lin ft of joint.

Pick the joint width: modern walls are typically 3/8 in, but older buildings vary 1/4 to 5/8 in (measure several joints — they vary). Set the repoint depth in inches. BIA recommends a minimum of 2× joint width and never less than 5/8 in. The calculator returns mortar volume, bag count, and a depth check against the BIA minimum.

Worked example

For a 200 ft² brick wall section needing repointing (about 1,400 lin ft of joint at 3/8" width, 3/4" repoint depth):

Mortar volume: 1,400 × 12 × 0.375 × 0.75 = 4,725 in³ = 2.73 ft³.

With 15% waste: 3.14 ft³. Bags: ⌈3.14 ÷ 0.6⌉ = 6 bags of 80-lb Type N or S.

At $7-$10 per bag: $42-$60 in mortar. The labor is the real cost — a tuckpointing pro charges $2-$5 per linear foot of joint, so a 1,400 lin ft job runs $2,800-$7,000 in labor.

For historic buildings: matching the original mortar matters. 19th-century mortar is typically lime-based (much softer than modern Portland-cement mortar). Using harder modern mortar in historic walls causes the brick face to spall as freeze-thaw cycles push the brick instead of the joint. Hire a preservation mason for historic work.

For a small DIY job (50 lin ft): mortar volume ~0.1 ft³ → 1 bag covers 6× that. Most DIY tuckpointing is over-bought because you can't buy partial bags.

Common mistakes & waste factors

Repointing too shallow. BIA minimum is 2× joint width, never less than 5/8". Going only 1/4" deep means the new mortar has no anchorage and falls out within years.

Using modern Portland mortar on historic walls. Pre-1920s buildings used lime mortar (softer, more flexible). Hard Portland mortar in those walls causes brick spalling — the brick face cracks because the mortar is now stiffer than the brick.

Repointing during freezing weather. Mortar cures by hydration and won't set below 40°F. Cold-weather repointing fails within months. Tuckpoint April-October in northern climates.

Skipping the rake-out step. You must remove the deteriorated mortar to the proper depth BEFORE repointing — typically with a tuckpointing chisel, angle grinder with a tuckpointing wheel, or both. Slapping new mortar over old isn't tuckpointing, it's skim coating.

Rules of thumb

Joint length per ft² of brick wall: ~7 lin ft (head + bed joints).

80-lb bag of Type N or S yields ~0.6 ft³.

BIA repoint depth: minimum 2× joint width, never less than 5/8".

15% waste minimum for tuckpointing — small applications and partial-bag cure-offs add up.

Labor: $2-$5/lin ft from a pro mason. DIY pace: 50-100 lin ft per day.

Historic (pre-1920s): match original lime mortar composition, not modern Portland. Hire a preservation specialist.

Never tuckpoint below 40°F. Apply, then mist for 2-3 days to slow cure and prevent shrinkage cracks.

Common questions

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How deep should I cut out a joint for tuckpointing?
BIA Technical Note 7F recommends a minimum repoint depth of 2× the joint width and never less than 5/8 in. For a typical 3/8 in joint, that's 3/4 in deep. Cutting shallower means the new mortar pops out within a few years because there isn't enough surface area for the bond. Cutting deeper is fine and often necessary on weathered walls — go until you reach sound, undamaged mortar. An angle grinder with a diamond tuckpointing blade cuts joints 5× faster than a chisel and leaves a flat profile for the new bed.
What mortar type for tuckpointing an old building?
For 19th- and early 20th-century brick, the original mortar is usually a soft lime-based mix (Type O or weaker) — about 350 psi. Repointing it with modern Type S or M (1,800-2,500 psi) creates a hardness mismatch: the new mortar is stiffer than the brick, and freeze-thaw cycles spall the brick face instead of cracking the joints. For pre-1930 buildings, use a Type O or a custom lime-Portland blend matched to the original. Sample the existing mortar with a chemical analysis if the building is on a historic register.
How many bags of mortar for 200 lin ft of tuckpointing?
For 200 lin ft of 3/8" joint at 3/4" repoint depth, mortar volume is about 0.39 ft³ — call it one 80-lb bag with waste, since a single bag yields about 0.6 ft³. The math scales linearly: double the joint length doubles the bags, and a 1/2" joint at the same depth burns ~33% more than a 3/8" joint. For a full house repoint (often 2,000+ lin ft), expect 4-5 bags plus 15% waste.