The California Bearing Ratio (CBR) is a crucial metric that assesses the strength and load-bearing capacity of road subgrades and base materials. It determines the ability of these materials to withstand deformation under repeated traffic loads. A higher CBR value indicates a stronger material capable of supporting heavier loads.
The CBR plays a critical role in the design and construction of roadways for several reasons:
Achieving a high CBR requires careful selection and preparation of subgrade materials. Effective strategies include:
Several common mistakes can compromise the CBR of road materials:
Roads with a high CBR provide numerous benefits:
Story 1:
In a small town, a construction crew was tasked with building a new road. They skimped on the compaction of the subgrade, eager to finish the project quickly. Years later, the road began to crack and rut, requiring extensive and costly repairs. The town learned that cutting corners on CBR can have long-term consequences.
Story 2:
A highway department noticed uneven settlement in a section of a major highway. Upon investigation, they found that the subgrade material was contaminated with organic matter. The department replaced the contaminated soil with high-quality material, stabilized it with lime, and installed geotextiles. The road regained its stability and has remained in excellent condition ever since.
Story 3:
A state transportation agency invested heavily in geotextiles for a new road project. The geotextiles separated the subgrade from the base material, preventing contamination and providing additional support. The road has consistently exceeded expectations, requiring minimal maintenance and providing a smooth driving experience.
Material Type | Typical CBR Range | Source |
---|---|---|
Silty Sands | 5-15% | USGS |
Sandy Clays | 10-25% | AASHTO T 193 |
Crushed Gravels | 50-100% | FHWA |
Asphalt Pavements | 75-100% | NAPA |
Subgrade Treatment | Effect on CBR | Source |
---|---|---|
Lime Stabilization | Increase of 10-30% | FHWA |
Cement Stabilization | Increase of 30-50% | AASHTO T 237 |
Geotextile Installation | Increase of 15-25% | TRB |
Impact of CBR on Roadway Performance | Observed Effects | Source |
---|---|---|
CBR > 80% | Minimal maintenance required, long service life | NCHRP |
CBR 50-80% | Moderate maintenance required, acceptable service life | AASHTO |
CBR < 50% | Frequent maintenance required, reduced service life | FHWA |
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