ST-11Structural

Mortar Calculator

What to calculate next

Tools commonly used alongside this calculation

Explanation

Mortar is sold two ways: as premixed bags you just add water to, or as masonry cement mixed with your own sand. Either way the question is the same — how many bags do I need to lay this much brick or block? This calculator answers it from a unit count or a wall area, for CMU block and the common brick sizes, and shows the Type N, S, M, and O mix proportions so you pick the right mortar for the job.

How much mortar a wall takes

Mortar is estimated from the number of units. If you only know the wall size, the count comes from the units per square foot first, then the bag count follows from how many units one bag lays with a standard 3⁄8 in joint:

Units = Wall area (ft²) × units per ft² × (1 + waste %)
Premix bags = Units ÷ units laid per bag

If you mix your own, plan on three bags of masonry cement per 100 block (about one bag per 33 block) with roughly one cubic yard of sand per seven bags of cement. The same wall take-off pairs naturally with the concrete block calculator, which totals the blocks, grout, and rebar for a CMU wall on one screen.

UnitPer ft²Per 80 lb bagPer cement bag
CMU block (8×8×16)1.1251233
Modular brick733142
Standard brick6.530125
Queen brick628125
Utility brick320100

Mortar types N, S, M, and O

Mortar type is a strength class, not a quantity. Under the ASTM C270 proportion specification each type is a ratio by volume of portland cement to hydrated lime to sand — more cement and less lime gives a stronger, less workable mortar. Premixed masonry cement is sold pre-blended as Type N, S, or M, so you choose the type at the store; the number of bags does not change.

TypeCement : Lime : SandMin. psiTypical use
Type M1 : ¼ : 32,500Foundations, retaining walls, below grade
Type S1 : ½ : 4½1,800Structural and at-grade walls, high wind/seismic
Type N1 : 1 : 6750General-purpose above-grade walls, chimneys
Type O1 : 2 : 9350Interior, non-load-bearing, repointing

Type N is the everyday choice for above-grade brick and block. Step up to Type S at or below grade and where wind or seismic loads are high, and to Type M for foundations and retaining walls. A structural wall’s mortar type, reinforcement, and grouting are set by the engineer of record — the same drawings that drive your rebar weight take-off.

Notes and assumptions

Coverage figures assume nominal units and a 3⁄8 in joint. Real yield swings with joint thickness, brick texture, waste, and how full the head and bed joints are struck, so treat the bag count as an ordering estimate and round up. Slick joints and partial-bed work use less; deep raked or buttered joints use more.

Premixed mortar and masonry cement are not the same product as the grout and ready-mix poured into footings or filled cells — that material is sized with the concrete calculator. Keep at least one spare bag on site so the last course is never short, and store unopened bags dry — cement that has taken on moisture will not gain full strength.

Frequently asked questions