What is CBR? The California Bearing Ratio Test, Explained
CBR (California Bearing Ratio) is a measure of how well a soil (or granular material) resists penetration — in plain terms, how strong and stable it is when a load is pushed into it. It's the single most common test result used to actually design the thickness of a flexible pavement.
How the test works
A standard plunger is pushed into a compacted soil sample at a controlled rate, and the load needed to penetrate to specific depths (typically 2.5 mm and 5 mm) is recorded. This is then compared against the load a standard, fully crushed stone sample would need to reach the same penetration:
- CBR (%) = (Test load / Standard load) × 100
The test can be done in the lab (on a remoulded or undisturbed sample) or in the field, and is usually run at the soil's expected in-service moisture content — this matters a lot, since CBR values drop sharply when soil gets wetter.
What the number actually means
A higher CBR means a stronger subgrade, which means the pavement layers above it can be thinner (and cheaper). As a rough guide:
- Below 5%: poor subgrade — needs improvement (like a capping layer) before construction
- 5–10%: fair to average — common for many natural subgrades
- Above 10%: good subgrade — allows for a thinner pavement
These ranges vary by design guideline and traffic category, but they give a feel for why a single test result can significantly change a project's pavement design and cost.
Why it's checked so often
Since CBR is so sensitive to moisture and compaction, it's not a "test once and forget" number — designers typically use the CBR at the soaked condition (worst-case moisture) specifically because Indian subgrades are exposed to monsoon conditions, and a pavement designed for dry-season CBR alone can fail once the ground gets wet.
Need a refresher on soil properties and foundation basics alongside CBR? The Geotechnical Engineering notes cover the core concepts.
See Geotechnical Engineering — Notes ›