Retaining Wall Calculator

Build a material takeoff for a straight segmental-block wall. This retaining wall calculator counts blocks and caps, then estimates base aggregate, drainage backfill, optional core fill and drain pipe.

Blocks + caps + gravel + pipe · Buried courses included · Custom dimensions

Wall material takeoff
How this estimate works
01Straight wall run

Height is exposed BLOCK height, excluding the cap. Add buried courses separately. Calculate stepped or curved runs separately.

02Block & cap face sizes
Buried course & cutting allowance
Base trench & drainage backfill

All dimensions below are mm, independent of the wall unit. Widths describe the stone zone BEHIND the block. Defaults illustrate arithmetic only; use your designed section.

Example: 6 m × 0.6 m exposed · 400 × 200 mm blocks · one buried course

Example estimate · replace with your measurements

Wall blocks to buy

63blocks

Cap units
16 caps
Total courses
4 courses
Blocks per course
15 blocks
Base aggregate, loose
0.675
Drainage stone with cores
1.44
Drain pipe run
6 m
Drain pipe run
19.69 ft
Built block height
0.8 m
Calculation breakdown

15 blocks/course × 4 courses = 60 placed blocks; with cutting allowance, buy 63. Base: 0.54 compacted m³ → 0.675 loose m³. Backfill wedge: 1.44 m³; core fill: 0 m³.

Material quantities for a specified section, not a wall design. Use the block system’s approved details for embedment, drainage, reinforcement and site conditions.

Plan the material

Count the materials below and behind the wall too

The visible face is only one part of the purchase. Keep base and drainage aggregate as separate materials.

Aggregate base material placed below a finished construction layer

The levelling base

Measure the base trench width and compacted depth from the wall detail. The calculator converts this rectangular layer to a loose order with its own factor. Do not apply that base factor to drainage stone automatically.

Drainage stone around a pipe installation

The drainage zone

Enter the width behind the blocks at both the bottom and top. Equal widths create a rectangle; different widths create a trapezoidal section. Add specified hollow-core fill independently so it is not lost inside the backfill estimate.

Drain pipes shown beside aggregate in a drainage illustration

The pipe route

Start with the straight wall length and add the combined length of outlet runs. The result is pipe length only. Pipe diameter, slope, outlets, fittings and an acceptable discharge location belong to the drainage design.

Know the assumptions

Count complete courses before adding spare blocks

The retaining wall calculator divides exposed block height by block face height and rounds upward, then adds the buried courses. It also rounds blocks per course upward. The cap is counted separately, so the exposed height field must exclude cap thickness.

The drainage section uses the full rounded block height, including buried courses. Base aggregate is calculated below that section and kept separate. The model is one straight, constant-height run; split stepped walls into sections and reconcile shared ends and caps before ordering.

How does tapered backfill work?

Backfill volume equals wall length × full block height × the average of top and bottom widths. Measure those widths behind the blocks. The calculation does not subtract the block body from this already separate zone.

What is outside this takeoff?

Geogrid, excavation, soil replacement, geotextile, adhesive and special corner or end units are not counted. Curves, batter, varying grades and mixed-size block systems need a product-specific takeoff in addition to these straight-run quantities.

The calculation, in three steps

From your inputs to the estimate

  1. 01
    Count blocks and caps

    Whole blocks/course × (exposed courses + buried courses), then add the cutting allowance.

  2. 02
    Measure base and stone wedge

    Base = length × width × depth. Backfill = length × built height × average stone-zone width.

  3. 03
    Add cores and outlet runs

    Core litres × placed blocks becomes extra stone. Drain pipe = wall run + total outlet length.

Worked example

A 6 m wall with four total courses

0.6 m exposed block height · 0.2 m blocks · one additional buried course

Placed blocks15 × 4 = 60
With 5% spare63 blocks
Caps with 5%16 caps
Drainage zone1.44 m³

A 600 mm wide, 150 mm deep base contains 0.54 m³ compacted, or 0.675 m³ loose at a 1.25 factor. A 300 mm stone zone behind the full 0.8 m block height contains 1.44 m³ before core fill. The pipe run is 6 m before outlet additions.

Before you order

Finish the takeoff with the wall-system detail

Check actual face dimensions

Use the product’s installed face length and course height. Nominal catalogue names, cap overhang and different corner units can change the final count.

Allow for the buried course

Embedment adds material without adding exposed height. The default one course is an example, not a site-specific embedment requirement.

Separate gravel specifications

A compacted base and drainage backfill can call for different aggregates. Keep their quantities separate on the quote even if the supplier delivers both.

Quick answers

Wall material questions

How many retaining wall blocks do I need?

Round the wall length divided by block face length up to whole blocks per course. Multiply by the rounded exposed courses plus buried courses, then apply the cutting allowance. Cap units are a separate result.

Is the cap included in the wall height?

No. Enter exposed block height excluding caps. If your overall finished height includes a cap, subtract its thickness first. The result shows the full rounded block height, including buried courses, so the assumption stays visible.

Does this tell me the safe wall height?

No. The tool counts materials from dimensions you provide. It does not evaluate soil pressure, loading, foundations, sliding, overturning or reinforcement. Use an appropriate wall-system design for the actual site.

Are block cores included in the gravel estimate?

Only when you enter litres of stone per placed block. Core fill is based on installed blocks rather than spare blocks. The drainage-stone allowance applies after adding the backfill wedge and core volume.

Sources and review

Allan Block’s manufacturer specification describes wall rock, drainage and project-specific design requirements; the example dimensions here are not a substitute for that specification. NIST supplies unit conversions. Illustrations show aggregate and pipe components, not an engineered wall section.

Reviewed by the gravelcalculator.app editorial team on . Scope: calculation assumptions, unit conversions, rounding and material-estimate boundaries.