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Last edited 13 Jul 2021
The first Roman roads were stone paved, built in North Africa and Europe for military operations. Road construction techniques were gradually improved by the study of road traffic, stone thickness, road alignment, and slope gradients, developing to use stones that were laid in a regular, compact design, and covered with smaller stones to produce a solid layer.
A commonly used setting out procedure is the profile board method. A series of boards that show the exact level 1 metre above the completed construction level are placed at intervals along the proposed line of the road. A profile board with a fixed height, called the traveller, is used for controlling the excavated levels between these profile boards. By placing the traveller in the sight-line between two level boards, it can be seen whether or not the excavation has been carried out to correct levels and adjusted accordingly.
Earthwork is one of the major works involved in road construction. It involves the removal of topsoil, along with any vegetation, before scraping and grading the area to the finished ‘formation level’. This is usually done using a tractor shovel, grader or bulldozer. Below the formation level, the soil is known as the ‘subgrade’. It is essential that the strength of the subgrade is tested prior to earthwork beginning.
Most earthworks are formed by cut-and-fill, and the type of ‘fill’ material must be considered, not only in terms of its physical properties, but on the conditions in which it is to be used, and the methods of compaction.
Depending on its quality, compressible subsoil may be removed or stabilised. If the cost of full or partial excavation of subsoil is uneconomical and would be likely to result in consolidation, sand wicks or sand drains may be used. Sand wicks are sand-filled boreholes beneath the road embankment that give greater stability to the soil by decreasing the length that water has to travel in a drainage path, so dissipating water pressure. Sand drains alongside the road are used to intercept ground water.
- Removal of poor material in cuttings and replacing with selected fill.
- Compacting subgrade to a high dry density.
- Providing adequate subsoil drainage.
- Soil stabilisation methods such as the use of cement, bituminous materials or chemicals.
Protection covering can be either:
Once the subgrade has been prepared and drainage or buried services installed, the paving construction can begin. Paving can be either flexible or rigid. There are pros and cons to each type, with one being selected over the other depending on the specific needs of a project.
Rigid pavements tend to have lower maintenance costs, a longer design life and higher flexural strength; but flexible pavements tend to have lower construction costs and have a higher ability to expand and contract with temperature and so do not need expansion joints.
Flexible paving consists of materials applied in layers directly over the subgrade to which the traffic loads are distributed. To prevent permanent deformation, and therefore an uneven running surface, the thicknesses of individual layers must be capable of distributing such loads. The subgrade is compacted with the sub-base on top of it. On top of this is laid the surfacing which is made up of the base layer and the wearing course.
The wearing course is the upper layer of bituminous material, often denser and stronger than the base layer. The thickness depends on the material specification and the amount of wear that is expected. Desired properties are good non-skid capabilities, minimal glare and acceptable durability.
The main materials that are used are hot rolled asphalt (HRA), dense bitumen macadam (DBM), dense tar macadam (DTM) and porous asphalt (PA). PA is especially suitable as it is an open-graded material that is designed to allow rapid drainage of surface water, thereby reducing spray as well as tyre noise.
This is placed in a layer usually not exceeding 150 mm over the subgrade after waterproofing is complete. Various materials can be used but it is common for crushed stone or dry lean concrete (such as 1 : 15) laid and compacted by heavy rollers.
Rigid paving consists of a reinforced or unreinforced insitu concrete slab laid over a thin granular base course. The rigidity and strength of the pavement enables the loads and stresses to be distributed over a wide area of the subgrade.
- Sub-base of thick crushed stone. Usually to a thickness of 80 mm.
- Anti-friction membrane normally made of polythene sheeting. Also prevents grout loss from freshly laid concrete.
- Insitu concrete paving slab. Reinforcement in the form of either steel fabric or re-bar may be used.
- Asphalt or similar topping if required.
Longitudinal and transverse joints are required in rigid paving between the slabs, limiting the stresses applied due to subgrade restraint (friction between the pavement and subgrade), and providing room for expansion and contraction movements. The spacing of road joints is determined by:
- Thickness of the slab.
- Whether there is reinforcement in the slab or not.
- The expected traffic load and flow rate.
- The temperature at which concrete is laid.
 Related articles on Designing Buildings Wiki
- Bitumen binder may delay road surface deterioration.
- Bituminous mixing and laying plant.
- Britain's historic paving.
- Choosing road surfacing specialists.
- Code of Practice for Ironwork Systems Installation and Refurbishment.
- Design and Check Certificates.
- Glossary of paving terms.
- Gravel v hardcore v aggregates.
- Highway authority.
- Highway drainage.
- Infrastructure and Projects Authority.
- Mobile asphalt stations.
- Movement joint.
- NEC contracts - road development and management schemes.
- Overview of the road development process.
- Road improvement scheme consultation.
- Road joints.
- Road traffic management.
- Successful road kerb trial.
- Types of road and street.
- Vision and validate: a third way in designing the roads of the future.
 External references
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