Concrete Block Calculator
Block, mortar and rebar counts for a wall.
Landscaping & Outdoor
Your result
Sample values240
Blocks
6
Courses
3.0
Tons of base gravel
5.9
Tons of drainage stone
| Item | Quantity |
|---|---|
| Wall block | 240 |
| Cap block | 40 |
| Crusher run, base | 3.0 tons |
| #57 drainage stone | 5.9 tons |
| Perforated drain pipe | 40 ft |
| Geotextile fabric | 160 ft² |
| Construction adhesive | 6 tubes |
Enter the exposed height you want and the number of courses that will sit below grade. The rule of thumb is one buried course per foot of wall, with a minimum of one — the buried courses are what stop the wall sliding forward at the base.
Do not skip the drainage stone. Water pressure behind a wall is what pushes retaining walls over, and a foot of clean stone with a perforated pipe at the bottom relieves it. Fabric between the stone and the backfill soil keeps the stone from silting up and losing its drainage.
Formula
Courses = (Exposed height + Buried) ÷ Block height
Blocks per course = Wall length ÷ Block length
Blocks = Courses × Blocks per course
Cap blocks are counted separately, one per block length along the top course.
A 40 ft wall, 3 ft exposed, one buried course, 12 × 8 × 6 in block, 6 in base.
240 blocks, 40 caps, and about 9 tons of stone
Height is the number that decides whether this is a weekend job or an engineered structure. Most jurisdictions require a design by an engineer above three or four feet, and many require geogrid reinforcement layers extending back into the soil. Terracing two shorter walls is often simpler and cheaper than one tall one, provided they are far enough apart not to load each other.
The base course takes the longest and matters the most. It should sit on compacted crushed stone, be level in both directions, and be checked along the whole run before any second course goes on. Every error in the base course is multiplied by the number of courses above it.
Questions
Keep going
Block, mortar and rebar counts for a wall.
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Tonnage by area, depth and stone grade.