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Construction and maintenance of High Ways

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Construction and maintenance of High Ways

Construction and maintenance of High Ways

Highway engineering is an engineering discipline branching from civil engineering that involves the planning, design, construction, operation, and maintenance of roads, bridges, and tunnels to ensure safe and effective transportation of people and goods. Highway engineering became prominent towards the latter half of the 20th Century after World War II. Standards of highway engineering are continuously being improved. Highway engineers must take into account future traffic flows, design of highway intersections/interchanges, geometric alignment and design, highway pavement materials and design, structural design of pavement thickness, and pavement maintenance.

Design

The most appropriate location, alignment, and shape of a highway are selected during the design stage. Highway design involves the consideration of three major factors (human, vehicle, and roadway) and how these factors interact to provide a safe highway. Human factors include reaction time for braking and steering, visual acuity for traffic signs and signals, and car-following behaviour. Vehicle considerations include vehicle size and dynamics that are essential for determining lane width and maximum slopes, and for the selection of design vehicles. Highway engineers design road geometry to ensure stability of vehicles when negotiating curves and grades and to provide adequate sight distances for undertaking passing maneuvers along curves on two-lane, two-way roads.

Geometric Design

Highway and transportation engineers must meet many safety, service, and performance standards when designing highways for certain site topography. Highway geometric design primarily refers to the visible elements of the highways. Highway engineers who design the geometry of highways must also consider environmental and social effects of the design on the surrounding infrastructure.

There are certain considerations that must be properly addressed in the design process to successfully fit a highway to a site's topography and maintain its safety. Some of these design considerations include:

  • Design speed

  • Design traffic volume

  • Number of lanes

  • Level of service

  • Sight distance

  • Alignment, super-elevation, and grades

  • Cross section

  • Lane width

  • Horizontal and vertical clearance

The operational performance of a highway can be seen through drivers’ reactions to the design considerations and their interaction.

Materials

The materials used for roadway construction have progressed with time, dating back to the early days of the Roman Empire. Advancements in methods with which these materials are characterized and applied to pavement structural design have accompanied this advancement in materials.

There are two major types of pavement surfaces - Portland Cement Concrete (PCC) and Hot-Mix Asphalt (HMA). Underneath this wearing course are material layers that give structural support for the pavement system. These underlying surfaces may include either the aggregate base and sub-base layers, or treated base and sub-base layers, and additionally the underlying natural or treated subgrade. These treated layers may be cement-treated, asphalt-treated, or lime-treated for additional support.

Types of Pavements

1)      Flexible Pavement Design

A flexible, or asphalt, pavement typically consists of three or four layers. For a four layer flexible pavement, there is a surface course, base course, and sub-base course constructed over a compacted, natural soil subgrade. When building a three layer flexible pavement, the sub-base layer is not used and the base course is placed directly on the natural subgrade.

A flexible pavement's surface layer is constructed of hot-mix asphalt (HMA). Unstabilized aggregates are typically used for the base course; however, the base course could also be stabilized with asphalt, Portland cement, or another stabilizing agent. The sub-base is generally constructed from local aggregate material, while the top of the subgrade is often stabilized with cement or lime.

With flexible pavement, the highest stress occurs at the surface and the stress decreases as the depth of the pavement increases. Therefore, the highest quality material needs to be used for the surface, while lower quality materials can be used as the depth of the pavement increases. The term "flexible" is used because of the asphalt’s ability to bend and deform slightly, then return to its original position as each traffic load is applied and removed. It is possible for these small deformations to become permanent, which can lead to rutting in the wheel path over an extended time.

The servicelife of a flexible pavement is typically designed in the range of 15 to 20 years. Required thicknesses of each layer of a flexible pavement vary widely depending on the materials used, magnitude,number of repetitions of traffic loads, environmental conditions and the desired service life of the pavement. Factors such as these are taken into consideration during the design process so that the pavement will last for the designed life without excessive distresses.



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