The AASHTO (American Association of State Highway and Transportation Officials) soil classification system is widely used for designing and constructing roadways. It groups soils into categories based on grainβsize distribution, liquid limit, and plasticity index, providing engineers with a quick assessment of material suitability for subgrade and base layers.
Key parameters include the percent passing the #200 sieve (f200), which reflects the fineβgrained fraction, and the liquid limit (LL) and plastic limit (PL) obtained from standard Atterberg tests. The plasticity index (PI) is derived as the difference between LL and PL, indicating the range of moisture contents over which the soil remains plastic.
Based on PI and f200, soils are assigned to Aβ1, Aβ2, Aβ3, Aβ4, or Aβ5 groups, with further subdivisions (e.g., Aβ1βa, Aβ2β4). These groups guide decisions on compaction, drainage, and loadβbearing capacity for highway construction.
What is the purpose of the AASHTO soil classification system?
How does the calculator determine soil classification?
What is the significance of the f200 value in soil classification?
How does plasticity index influence soil classification?
Can this calculator be used for all types of construction projects?
What is the difference between liquid limit and plasticity index?
How often should I re-classify soils using this calculator?
Results are for informational purposes only and do not constitute professional advice.
