Modified Proctor Test ( Modified AASHO Test) : Lab Procedure, Advantages & Disadvantages

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With the advent of heavy vehicles and the need for higher compaction, the modified proctor test was developed to give higher standard compaction. 

✔ This test was standardized by the American Association of State Highway Officials and hence it is also known as the modified AASHO test. 

✔ The test procedure is similar to that of a standard proctor test, except for the application of higher compactive effort.

✔ The mold used is the same as in the standard proctor test ( proctor mold of capacity 1/30 cu. ft. or 0.945 ltr). But the soil compacted into 5 layers giving 25 blows to each layer, with a rammer of 10 lb (4.54 kg) and height of fall of 18 inches ( 45.72 cm ).




  1. Apparatus Required  

a. Modified Proctor Apparatus Set

b. Thermostatically controlled oven (105°C +- 110°C)

c. Mixing Tools like a spoon, trowel, and spatula.

d. Tray & scoop

e. Containers



  2. Procedure of Modified Proctor Test  

i. About 5 kg of air-dried and pulverized soil passing through a 4.75 mm sieve is taken in a tray.

ii. The quantity of water to be added for the first trial is computed.  The computed quantity of water is added to the soil in the tray and mixed thoroughly by hand to ensure uniform distribution of water.

iii. The mold is cleaned and dried and the weight of the empty mold with the base plate, but without a collar is taken ( say M1 ). The collar is then attached to the mold.

iv. The mold is filled with wet soil taken from a tray in 5 equal layers and compacted each layer with 25 uniformly distributed blows on the surface using a standard rammer of weight 4.54 kg. 

The fall height of the rammer should be 18 inches. 

v. The collar is removed and extra soil is trimmed off to make it level with the top of the mold.

vi. The weight of mold with base plate and compacted soil is taken ( say M2 ).

vii. Knowing the mass of compacted soil ( M2-M1 ), bulk density(ρ) is calculated.

i.e. Bulk Density(ρ) = M / V = (M2-M1) / V

Where V = Volume of soil ( which is the same as the volume of the mold).

viii. A representative sample of compacted soil is taken from the middle of the mold and its water content is determined. It is best to take 3 or more samples to determine water content.

The dry density of the soil is obtained as :

ρdry = ρ / (1+W)

ix. Several such tests are conducted with soil samples having different moisture content and ρdry workout for all the tests. 

x. A graph is plotted between dry density and water content to obtain a compaction curve.

standard proctor test

xi. The optimum moisture content and the corresponding maximum dry density are determined from the graph.



  3. Observations & Calculations  

Dia. of the mold =

Mould Height =

Mould Volume, V=

Specific gravity of soil, G=


Sl. No.Observations and CalculationsDetermination No.
1Mass of empty mold with base plate
2Mass of mold compacted soil and base plate
3Mass of compacted soil M = (2) – (1)
4Bulk Density Compaction Test of Soil
5Water content, w
6Dry density Compaction Test of Soil
7Void ratio Compaction Test of Soil
8Dry density at 100% saturation (theoretical)
Compaction Test of Soil
9Degree of saturation Compaction Test of Soil




  4. Result  

Maximum dry density (from the plot) =

Optimum water content (from the plot) =



  5. Precautions in Modified Proctor Test  

a. Soil should not contain excess moisture during the compaction process.

b. Mould used for compaction should be cleaned well before using.



  6. Uses of Modified Proctor Test   

a. This test is used to identify the compactness of soil to use in the construction of embankments, highways, foundations, pavements, and various earthworks.

b. It is also used to study soil mechanics and other properties like porosity, compressibility, strength, etc.



  7. Advantages of Modified Proctor Test  

a. The compact fill of soil given by the proctor test can aid to determine the degree of soil density.

b. This test also describes the load-bearing capacity of the soil.

c. Due to this test, we can use compacted soils in various engineering works to control soil erosion, reduce subsidence and freeze-thaw problems, etc.

d. It gives the information of water content in the soil with dry unit weight during the compaction procedure.



  8. Disadvantage of Modified Proctor Test  

a. During this test, air voids cannot be removed even after compacting.


Read Also: Core Cutter Method




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