Geometry of highway should be designed to provide efficient and comfortable operation of traffic. Layout design of road section joining two roads with different direction is referred to as geometric design of horizontal curves and the joining of two roads with different gradients is referred to as geometric design of vertical curve.
Factors Controlling Geometric Design :
- Topography or Terrain
- Design Speed
- Vehicle characteristics
- Traffic
- Traffic Capacity
- Road user characteristics
- Environmental consideration
- Economy in construction, Maintenance and operation vehicles
Topography or Terrain:
The topography of terrain of the area from which the road is passing is also controls the geometric design of highway. Cross slope of highway is totally depends on the type of topography or terrain of that particular area.
Type
of Terrain Topography |
Plain |
Rolling |
Hilly |
Steep |
Cross
slope (in % ) |
0-10 |
11-25 |
26
- 60 |
>
61 |
Design Speed :
Design speed is the maximum speed at which vehicles can continuously run safely under the favorable conditions. The design speed definitely has to be correlated with the terrain conditions and the classification of the highways like NH, SH, MDR, ODR, VR etc.
Different design speed for different roads / highways as per IRC,
Classification of Road |
Plain
Terrain |
Rolling
Terrain |
Hilly
terrain |
Steep
Terrain |
||||
Ruling |
Minimum |
Ruling |
Minimum |
Ruling |
Minimum |
Ruling |
Minimum |
|
NH & ST |
100 |
80 |
80 |
65 |
50 |
40 |
40 |
30 |
MDR |
80 |
65 |
65 |
50 |
40 |
30 |
30 |
20 |
ODR |
65 |
50 |
50 |
40 |
30 |
25 |
25 |
20 |
VR |
50 |
40 |
40 |
35 |
25 |
20 |
25 |
20 |
In above table, suggested design speed in India for Rural Highways (kmph)
Classification
of Road |
Arterial
Road |
Sub-arterial
Road |
Collector
Road |
Local
Road |
Design Speed |
80 |
60 |
50 |
30 |
In above table, suggested design speed in India for Urban Roads (kmph)
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