Historical Development Of Road Construction
- The first road is constructed at that time of Assyrian empire at 1900 B.C
- According to our historical record ,At different periods different type of roads were constructed.
Now we discussed
- Roman Roads
- During the period of Roman civilization ,many roads were built of stone blocks.
- They were built straight of gradients.
Steps of construction:-
- First they remove the soft soil,and built after a hard stratum was reached.
- One or two layers of large foundation stones were laid in lime mortar at the bottom and the thickness of this layer from 10 to 20 cm.
- At the edge vertical kerb stones were placed.
- A second layer lime concrete(large size broken stones and lime mortar) was laid over bottom course up to thickness 25 to 40 cm
- Then the top layer,lime concrete was laid over this with small broken stones up to thickness 25 to 40 cm or more, if necessary.
- At last the wearing course was dressed with large stone blocks set in lime mortar and the thickness varied from 10 to 15 cm.
- The total thickness of the road was 0.75 to 1.2 meters
2. Tresaguet Construction
- pierre Tresaguet developed improved the method of construction in France.
- At that time he developed different methods which was quite innovate.
Steps of construction:-
- At first subgrade was prepared and a layer of large foundation stones were laid.
- Kerbs were provided two edges.
- At corners heavy foundation stones were hammered and in gap filled with smaller stones.
- Broken stones were packed up to 8 cm thickness and well compacted.
- Then the top wearing course was made with smaller stones up to 5 cm thickness at edge and gradually increased towards the centre .
- The cross-section having the slope of 1 in 45 to the surface,to provide surface drainage.
- The shoulders were also provided cross slope to drain the surface water to the side drain
- The total thickness of the road was 30 centimeter
3. Telford Construction
- In 19th century,Thomas Telford began the construction.
- He was the founder of the Institution of Civil Engineers at London.
Steps of construction:-
- A level of subgrade was prepared to designed width of about 9 meters.
- At bottom,large foundation stones of thickness 17 to 22 cm were laid.
- Lesser thickness of stone (17cm) placed at edge and increasing thickness towards centre.
- At centre largest stone thickness provide.
- Small stones are filled between the largest foundation and well compacted.
- The central portion of about 5.5 meter width has covered with two layers of angular broken stones to compacted thickness of 10 and 5 cm.
- These layers are initially rammed and later it allowed to be compacted under traffic and consolidated by the rains.
- A certain width of the pavement towards the edges was constructed by compacted broken stones,sometimes lime mortar used in kerb portion for lateral stability.
- A wearing course about 4 cm thickness was constructed on the top using gravel.
- The cross-section having the slope of 1 in 45 to the surface,to provide surface drainage.
- He provides the cross drain at interval of about 90 meters.
4. Macadam Construction
- The method was constructed by John Macadam.
- Macadam was the surveyor General of Roads in England.
- He mainly emphasize the compaction and drainage of water.
Steps of construction:-
- Subgrade is compacted and prepared with a cross slope of 1 in 36 up to 9 meter width.
- At bottom,l stones were placed ,which size 5 cm was compacted and thickness of 10 cm.
- The second layer of strong broken stones of size 3.75 cm was compacted to thickness of 10 cm.
- The top layer consisted of stones of size 2 cm compacted to thickness of 5 cm and finished,
- The cross-section having the slope of 1 in 36 at top surface.
- This method was widely used at that time.
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