Paver Base Calculator
Calculate paver base and bedding volume from your project area and finished base depth, with optional CMHA ideal-condition reference depths you can choose.
Result
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Your result will appear here
Enter your project area and base depth to see base and bedding volumes.
How this calculator works
The base volume is your project area multiplied by the finished (compacted) base depth. If you include a bedding layer, its volume is the same area multiplied by the bedding depth.
Base volume = Project area × Finished base depth
Bedding volume = Project area × Bedding depth
A compaction or yield figure, if you enter one, applies to the base layer only — the bedding layer does not inherit it. Any Extra material / handling allowance is applied after compaction.
Choosing a paver base depth
The CMHA references are ideal-condition minimums
The Concrete Masonry & Hardscapes Association gives minimum base depths for conventional interlocking concrete pavers under ideal conditions: 4 in (100 mm) for pedestrian areas, 6 in (150 mm) for residential driveways and 8 in (200 mm) for parking lots and residential streets. You can choose one of these to fill in the depth, but nothing is selected for you.
Important
Weak soils, poor drainage and freezing require a deeper base than these minimums. CMHA describes a rough way to estimate the increase but directs real designs to its technical guidance; this calculator applies no adjustment. The references do not apply to permeable pavers or to gravel-surfaced driveways.
Base material
CMHA guidance calls for locally approved road-base aggregate or dense-graded aggregate close to ASTM D2940, and warns against smooth pea gravel, river rock, screenings and material with excessive fines for the base. The Road Base and Crushed Stone calculators cover those materials on their own.
Weight
After calculating, you can enter your supplier's bulk density for the base material to estimate its weight. For a base you compacted with a volume reduction, use a loose density with the loose order volume.
For a simple area of any gravel, use the Gravel Calculator.
Worked example
Example: 20 ft × 12 ft patio, 4 in base, 1 in bedding
- Area: 20 ft × 12 ft = 240 ft²
- Base: 240 × 0.3333 ft = 80.0 ft³ = 2.96 yd³
- Bedding: 240 × 0.0833 ft = 20.0 ft³ = 0.74 yd³
- Total: 2.96 + 0.74 = 3.70 yd³
Result: 3.70 cubic yards before any compaction or allowance. The 4 in base matches the CMHA pedestrian ideal-condition minimum; the bedding depth is an example input.
Frequently asked questions
How deep should a paver base be?
It depends on use, soil, drainage and climate. CMHA’s ideal-condition minimums are 4 in for pedestrian areas, 6 in for residential driveways and 8 in for parking lots and residential streets, for conventional interlocking concrete pavers. Poorer conditions need more.
If I pick a CMHA depth and then change it, what happens?
The depth is then marked as user supplied, because it no longer matches the reference.
Does compaction apply to the bedding layer?
No. The compaction or yield figure applies to the base layer only.
Can I use pea gravel as a paver base?
CMHA guidance warns against smooth pea gravel and river rock for the base of conventional interlocking concrete pavers.
Sources & methodology
Volumes are geometry and the adjustments you enter. CMHA depths are used only if you select them. Sources relevant to this page:
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NIST Guide to the SI (SP 811), Appendix B.8 — Factors for units listed alphabetically
Used in calculations: Length conversion constants used in every calculation.
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ASTM C29/C29M-17a — Standard Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate
Methodology only: Explains that bulk density includes the spaces between particles and differs between loose and compacted conditions.
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Proper Concrete Paver Base and Depth: What to Know and Why It Matters
Educational reference you can choose: Educational depth reference the user may explicitly select.
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Proper Concrete Paver Base and Depth: What to Know and Why It Matters
Explanatory context only: Explanatory context only — base-material suitability and the limits of ideal-condition depths.