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AASHTO Soil Classification System

Classification of soils for road-construction purposes


Classification of soils for road-construction purposes

The AASHTO Soil Classification System was developed by the American Association of State Highway and Transportation Officials, and is used as a guide for the classification of soils and soil-aggregate mixtures for highway construction purposes. The classification system was first developed by Hogentogler and Terzaghi in 1929, but has been revised several times since.

General ClassificationGranular Materials (35% or less passing the 0.075 mm (No. 200) sieve)Silt-Clay Materials (35% passing the 0.075 mm (No. 200) sieve)
Group ClassificationA-1A-3
A-1-aA-1-bA-2-4
Sieve Analysis, % passing
2.00 mm (No. 10)50 max...
0.4255 mm (No. 40)30 max50 max
0.0755 mm (No. 200)15 max25 max
Characteristics of fraction passing 0.425 mm (No. 40)
Liquid Limit......
Plasticity index6 maxN.P.
Usual types of significant constituent materialsstone fragments, gravel and sandfine sand
General rating as a subgradeexcellent to goodfair to poor

Plasticity index of A-7-5 subgroup is equal to or less than the LL - 30. Plasticity index of A-7-6 subgroup is greater than LL - 30.

References

References

  1. Hogentogler, C.A.. (May 1929). "Interrelationship of load, road and subgrade". Public Roads.
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