# Structural Numbers

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STRUCTURAL NUMBERS FOR FLEXIBLE PAVEMENTS

The design of a flexible pavement or surface treatment expected to carry more than 50,000 repetitions of equivalent single 18-kip axle load (SAI) requires identification of a structural number SN that is used as a measure of the ability of the pavement to withstand anticipated axle loads. In the AASHTO design method, the structural number is defined by

SN= SN1+SN2+SN3

where
SN1 structural number for the surface course=a1D1

a1= layer coefficient for the surface course
D1=actual thickness of the surface course, in
(mm)

SN2=structural number for the base course = a2 D2 m2

a2= layer coefficient for the base course
D2= actual thickness of the base course, in (mm)
m2= drainage coefficient for the base course

SN3 =structural number for the subbase course=
a3 D3 m3

a3= layer coefficient for the subbase course
D3= actual thickness of the subbase course, in (mm)
m3= drainage coefficient for the subbase

The layer coef?cients an are thus given to materials used in that corresponding layer which is then used to convert structural numbers to actual thickness.

Different transportation agencies have given different values by keeping the standards.For example the layer coef?cients may be 0.44 for asphaltic-concrete surface course, 0.14 for crushed-stone base course and 0.11 for sandy-gravel sub base course.

The thicknesses D1, D2,and D3 are then rounded to the nearest 1/2 in (12.7 mm). The selection of layer thicknesses is based on many factors, some of these are agency standards, economic feasibility, maintainability of the pavement etc.

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