Early Development
Roman Roads
Many of the early Roman roads were of
elaborate construction. Some of these roles are still in existence after over 2000 years. During this period of Roman civilization, many
roads were built of stone blocks of considerable thickness
The Appian way was built in 312
B.C. extending over 580 km which illustrates the road-building
technique wed by Romans.
The main features of the Romans
roads are:
(i) They were built straight regardless of gradients.
(ii) They were built after the soft soil was removed and a hard stratum was reached.
(ii) The total thickness of the construction was as high as 0.75 to 1.2 meters at some places, even though the magnitude of wheel loads of animal-drawn vehicles was very low.
Tresaguet Construction
After the fall of the Roman empire, their technique of
road construction did not gain popularity
in other countries. Until the eighteenth century, there is no evidence of any
new road construction method, except
the older concept of using thick construction of road beads as the Roman did. Pierre Tresaguet (1716-1796) developed an improved
method of construction in France by the year 1964 A.D. Tresaguet
developed several methods
of construction which were
considered to be quite meritorious. The main feature of his proposal was that the thickness of construction
need be only in the order of 30 cm. consideration was given by him to subgrade moisture condition and drainage of
surface Further due water. Tresaguet was the Inspector General of Roads in France from
1775 to 1785 and so his method of construction was implemented in
that country in 1775. During the regime of Napoleon, the major development of the road system in France
took place.
Metcalf Construction
John Metcalf (1717-1810) was engaged
in road construction works in England during
the period when Tresaguet was working in France. He apparently followed
the recommendations of Robert
Phillips whose paper was presented in Royal Society; Metcalf was responsible for the construction of about 290 km of road in the northern
region of England. As Metcalf was blind, much of his work
was not recorded.
Telford Construction
Thomas Telford (1757-1834) began his work in the early
19th century. He was the founder of the Institution of Civil Engineers
in London. He also believed
in using heavy foundation stones above the soil
subgrade in order to keep the road foundation firm. He insisted on providing a definite cross slope for the top surface
of the pavement by varying the thickness of foundation stones.
Macadam Construction
John Macadam (1756-1836) put forward an entirely new
method of road construction as
compared to all the previous methods. The first attempt to improve the road
condition was made by him in 1815.
Macadam was the Surveyor-General of Roads in England and his new concept
of road construction became
known by the year 1827.
Further Developments
Macadams method of construction gained recognition as a scientific method of construction and hence was adopted by
various countries with slight modifications.
One of the most popular methods which
are even now prevalent in many countries is the water found macadam (WBM) construction, known after
Macadam's technique. In this method the broken
stones of the base course and surface course, if any, are bound by the stone dust in presence of moisture and hence the name. WBM
roads are in use in India both as a finished pavement surface for minor roads and as a good base course for superior
pavements carrying heavy traffic.
There are also bituminous
construction methods which are known after Macadam. The methods adopted in our country include the bitumen-bound
macadam and penetration macadam. The
details of the construction methods have been given in the Chapter, 'Highway Construction'.
The water-bound macadam roads were
considered to be one of the superior methods of construction until the fast-moving
vehicles started using these roads. Dust is formed on the road surface during dry weather due to
the crushing and abrading action of steel-tired animal- drawn vehicles. This dust is easily raised by fast-moving automobiles. Further, during monsoons,
mud is formed and is churned again due to the movement of automobiles. Under the combined action of the mixed traffic
and under adverse weather conditions the WBM
roads could not last long. In order to minimize the dust nuisance,
several dust palliatives including heavy
oils and bituminous materials were tried with varying degrees of success,
The next development was the penetration and bituminous macadam roads and other types of surface dressing methods using bituminous materials. For better performance superior bituminous mixes like the bituminous carpet and bituminous concrete were also developed Inna scientific way.
The use of cement concrete
for roads has been popular even prior to the use of bituminous mixes. The
cement concrete roads could be designed to keep up the heaviest loads
expected on the roads even in adverse soil and climatic conditions and to last
for long service life. They are known
to give a good and even riding surface. Due to the high initial cost involved in the construction of
cement concrete road, it is not being extensively used in our country at present. As the main
problem in developing countries like India is to have maximum road length at minimum cost, the only solution is to
resort to the construction of low-cost
roads and stage construction of roads. Hence the best utilization of locally
available and the cheapest materials
have to be made in road construction. In this respect, there is good scope for the use of soil stabilization
and other low-cost pavement materials. There are several techniques of soil stabilization
that have been explained in a later chapter of the book. The choice of the method of stabilization depends on several
factors such as the soil type, availability
of stabilizers, climatic conditions, the component of pavement which is being constructed, and the traffic.
Highway Development in India
Roads in Ancient India
Roads in Mughal Period
Roads in Nineteenth Century
Military maintenance was not quite adequate and in 1865
Lord Dalhousie, when he was
Governor-General formed the Public Works Department in more or less the same
form that exists today. The construction
of the Grand Trunk Road was undertaken by this new department. Immediately with the development of railways. The
attention of the Government was
shifted from road development except for providing feeder roads and the railway
was gaining privileges.
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