AASHTO Soil Classification System

What Is the AASHTO Classification System

Introduction of AASHTO

Although the textural classification of soil is relatively simple, it is based entirely on the particle-size distribution. The soil classification table and group index formula AASHTO are essential tools in this regard.

The amount and type of clay minerals present in fine-grained soils dictate to a great extent their physical properties. Hence, the soil engineer must consider plasticity, which results from the presence of clay minerals, to interpret soil characteristics properly.

Because textural classification systems do not take plasticity into account and are not totally indicative of many important soil properties, they are inadequate for most engineering purposes.

Currently, two more elaborate classification systems are commonly used by soil engineers. Both systems take into consideration the particle-size distribution and Atterberg limits.

They are the American Association of State Highway and Transportation Officials (AASHTO full name American Association of State Highway and Transportation Officials) classification system and the Unified Soil Classification System.

The AASHTO classification system is used mostly by state and county highway departments. Geotechnical engineers generally prefer the Unified system.

What Is the AASHTO Classification System?

The AASHTO system of soil classification was developed in 1929 as the Public Road Administration classification system.

It has undergone several revisions, with the present version proposed by the Committee on Classification of Materials for Subgrades and Granular Type Roads of the Highway Research Board in 1945 (ASTM designation D-3282; AASHTO method M145).

This practice is carried out to classify soils according to the AASHTO method of classification

Apraters 

Set of U.S. Sieves

Set of U.S. Sieves

Set of U.S. Sieves

Atterberg Limit Tests Apparatus

Atterberg Limit Test Apparatus

Atterberg Limits testing is a group of tests used to define the properties of cohesive soils at different moisture contents. Gilson carries all the equipment needed to perform liquid limit, plastic limit, and shrinkage limit tests in accordance with ASTM D4318 and ASTM D4943 standards, and other associated test methods.

Weighing Balance

50-mm-Height-200-mm-Diameter-Test-Sieve-Grain-Sieve-Flour-Sieve-Shaker-60-80-100-Mesh

Drying Oven

Drying the oven.

AASHTO Classification System Procedures

The AASHTO classification of soil in present use is given in the AASHTO table below. According to this system, the soil is classified into seven major groups: A-1 through A-7.

Soils classified under groups A-1-a, A-1, A-2, and A-3 are granular materials, of which 35% or less of the particles pass through the No. 200 sieve. This is an example of AASHTO soil classification example.

Soils of which more than 35% pass through the No. 200 sieve are classified under groups A-4, A-5, A-6, and A-7. These soils are mostly silt and clay-type materials.

This classification system is based on the following criteria:

#1. Soil size classification and Grain size

a. Gravel: fraction passing the 75-mm (3-inch.) sieve and retained on the No. 10 (2-mm) U.S. sieve

b. Sand: fraction passing the No. 10 (2-mm) U.S. sieve and retained on the No. 200 (0.075-mm) U.S. sieve

c. Silt and clay: fraction passing the No. 200 U.S. sieve

#2. Plasticity index of soil and Plasticity

The term silty is applied when the fine fractions of the soil have a plasticity index of 10 or less. The term clayey is applied when the fine fractions have a plasticity index of 11 or more.

#3. If cobbles and boulders (size larger than 75 mm) are encountered, they are excluded from the portion of the soil sample from which classification is made. However, the percentage of such material is recorded.

 

Table-1. Classification of Highway Subgrade Materials 

a For A-7-5, PI ≤ LL – 30

b For A-7-6, PI ≤ LL – 30

To classify soil according to the below figure, one must apply the test data from left to right. By process of elimination, the first group from the left into which the test data fit is the correct classification.

The below figure shows a plot of the range of the liquid limit and the plasticity index for soils that fall into groups A-2, A-4, A-5, A-6, and A-7.

Group Index (GI)

To evaluate the quality of a soil as a highway subgrade material, one must also incorporate a number called the AASHTO soil classification chart and group index (GI) with the groups and subgroups of the soil.

This index is written in parentheses after the group or subgroup designation. The group index is given by the equation.

GI = (F 200 – 35).[0.2 +0.005 ( LL – 40)] + 0.01 ( F 200 – 15).(PI -10) ……….(Eq. 1)

Liquid limit

Liquid limit

Figure 1. Range of liquid limit and plasticity index for soils in groups A-2, A-4, A-5, A-6, and A-7.

Where

F200 = percentage passing through the No. 200 sieve.

LL = Liquid Limit

PI = Plasticity Index

The first term of Eq. (1)—that is, (F200 – 35)[0.2 + 0.005(LL 40)] is the partial group index determined from the liquid limit.

The second term that is, 0.01(F200 – 15)(PI – 10) is the partial group index determined from the plasticity index.

Rules for Determining the GI

Following are some rules for determining the group index:

  1. If Eq. (1) yields a negative value for GI, it is taken as 0.
  2. The group index calculated from Eq. (1) is rounded off to the nearest whole number (for example, GI = 3.4 is rounded off to 3; GI = 3.5 is rounded off to 4).
  3. There is no upper limit for the group index.
  4. The group index of soils belonging to groups A-1-a, A-1-b, A-2-4, A-2-5, and A-3 is always 0.
  5. When calculating the group index for soils that belong to groups A-2-6 and A-2-7, use the partial group index for PI, or

GI = 0.01(F200 – 15) (PI – 10)……….(Eq. 2)

In general, the quality of performance of soil as a subgrade material is inversely proportional to the group index.

FAQ: AASHTO Soil Classification System

What does AASHTO stand for?

AASHTO stands for the American Association of State Highway and Transportation Officials.

What is the AASHTO Soil Classification System?

The AASHTO Soil Classification System is a method used to classify soils based on particle-size distribution and Atterberg limits, primarily for assessing their suitability as highway subgrade materials.

When was the AASHTO classification system developed?

The AASHTO classification system was developed in 1929 as the Public Road Administration classification system. The present version was proposed in 1945.

What are the main soil groups in the AASHTO classification system?

Soils are classified into seven major groups: A-1 through A-7, with further subdivisions within some groups.

How are granular and fine-grained soils classified in the AASHTO system?

Granular materials (A-1-a, A-1, A-2, A-3) have 35% or less of particles passing through the No. 200 sieve. Fine-grained soils (A-4, A-5, A-6, A-7) have more than 35% passing through the No. 200 sieve.

What is the significance of the plasticity index (PI) in soil classification?

The plasticity index helps determine the type of fine-grained soil: silty soils have a PI of 10 or less, while clayey soils have a PI of 11 or more.

What equipment is used in the AASHTO classification process?

The equipment

used includes U.S. sieves, Atterberg limit test apparatus, a weighing balance, and a drying oven.

What is the Group Index (GI) and how is it calculated?

The Group Index (GI) is a number that evaluates the quality of soil as a highway subgrade material. It is calculated using the formula: GI=(F200−35)[0.2+0.005(LL−40)]+0.01(F200−15)(PI−10)GI = (F_{200} – 35) \left[0.2 + 0.005 (LL – 40)\right] + 0.01 (F_{200} – 15)(PI – 10) where F200F_{200} is the percentage passing the No. 200 sieve, LLLL is the Liquid Limit, and PIPI is the Plasticity Index.

Are there any rules for determining the Group Index (GI)?

Yes, some rules include:

  1. If the GI calculation yields a negative value, it is taken as 0.
  2. The GI is rounded to the nearest whole number.
  3. There is no upper limit for the GI.
  4. The GI for soils in groups A-1-a, A-1-b, A-2-4, A-2-5, and A-3 is always 0.
  5. For soils in groups A-2-6 and A-2-7, only the partial group index for PI is used.

How does the AASHTO classification system differ from the Unified Soil Classification System (USCS)?

The AASHTO classification system is primarily used by state and county highway departments and focuses on the suitability of soils for road subgrades. The USCS, preferred by geotechnical engineers, categorizes soils based on their engineering properties and is used for a wider range of civil engineering applications.

What are Atterberg Limits, and why are they important in soil classification?

Atterberg Limits are a group of tests used to determine the properties of cohesive soils at various moisture contents. They include the liquid limit, plastic limit, and shrinkage limit, which are critical for understanding soil behavior and classifying soils according to their plasticity.

What does the term ‘silty’ or ‘clayey’ indicate in the context of soil classification?

‘Silty’ indicates that the fine fractions of the soil have a plasticity index of 10 or less, while ‘clayey’ indicates a plasticity index of 11 or more, reflecting the soil’s cohesive properties and behavior.

How does particle-size distribution affect soil classification in the AASHTO system?

Particle-size distribution is a fundamental aspect of soil classification in the AASHTO system. It categorizes soils into granular materials and fine-grained soils based on the percentage of particles passing through specific sieve sizes (e.g., No. 200 sieve).

Can the presence of cobbles and boulders affect soil classification?

While cobbles and boulders are excluded from the portion of the soil sample used for classification, their percentage is recorded. They do not directly affect the classification but are noted for completeness.

Why is it important for soil engineers to consider both particle-size distribution and plasticity in soil classification?

Considering both particle-size distribution and plasticity provides a more comprehensive understanding of soil behavior, which is crucial for engineering applications. Textural classification alone is insufficient for predicting important soil properties that impact construction and stability.

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