Terms which ire defined in the ICAO Lexicon Volume ii (Doe 9110) are used in accordance with the meanings and usage given therein. A wide variety of terms is in use throughout the world to describe soils, construction materials, and components of airport pavements As fur as possible the Terms Used in this document are those which have the widest international use. However, for the convenience of the reader a short list of preferred terms and secondary terms, which are considered to be their equivalent, and their definition, is given below.
|
preferred term |
Secondary Term |
Definition |
|
Aggregate |
|
General term for the
mineral fragments or particles which, through the agency of a suitable
binder, can be combined into a solid mass, e.g., to form a pavement. |
|
Aircraft Classification
Number ACN |
|
A number expressing the
relative effect of an aircraft on a pavement for a specified Standard sub
grade strength. |
|
asphalt concrete |
Bitumen concrete |
A graded mixture of
aggregate, and tiller with Asphalt or bitumen, placed hot or cold, and
rolled. |
|
Base course |
Base |
The layer or layers of
specified or selected material of designed thickness placed on a sub‑base or subgrade
to support a surface course. |
|
Bearing strength |
Bearing capacity Pavement strength |
The measure of the
ability Qf a pavement to sustain the applied load. |
|
CBR |
|
The bearing ratio of soil
determined by comparing the penetration load of the soil to that of a standard material (gee ASTM D1893). The method covers
evaluation of the relative quality of sub
grade soils but is applicable to sub‑base
and some base course materials. |
|
Composite pavement |
|
A pavement consisting of
both flexible and rigid Layers with or without separating granular layers |
|
Flexible pavement |
|
A pavement structure that
maintains Intimate contact with and distributes loads to the sub grade and
depends on aggregate Interlock particle friction, and cohesion for stability. |
|
Preferred Term |
Secondary Term |
Definition |
|
Overlay |
|
An additinatil surface
Course placed on existing pavement either with or without intermediate base
or sub‑base courses. Usually to strengthen the pavement or restore the
profile of the surface. |
|
Pavement Classification
Number (PCN) |
|
A number expressing the
bearing strength of a pavement for unrestricted operations. |
|
Pavement structure |
Pavement |
The combination of sub‑base,
base course. and surface course placed on a sub grade to support the traffic
load and distribute it to the sub grade. |
|
Portland cement Concrete |
concrete |
A mixture of graded
aggregate with Portland cement and water. |
|
Rigid pavement |
|
A pavement structure that
distributes loads to the sub grade having ag its surface course a Portland
cement concrete slab of relatively high bending resistance. |
|
Sub‑base course |
sub‑base |
The layer or layers of
specified selected material of designed thickness placed on a sub grade to
support a base course. |
|
Sub-grade |
Formation foundation |
The upper part of the
soil, natural or constructed, which supports the loads Transmitted by the pavement. |
|
Surface course |
Wearing course |
The top course of a
pavement structure. |