Implementation Aspects of the Steenokkerzeel Bypass Road

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Early in 2005 the “Steenokkerzeel bypass road” was opened for traffic. This road forms a type of ring road around Steenokkerzeel centre. This new road was linked to the centre via roundabouts in two places. The bypass road as well as both roundabouts were laid in continuously reinforced concrete, the...

Austrian Experience with Concrete Pavement Design and Construction of Highly Trafficked Roundabouts

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Design and construction of road intersections in the form of roundabouts is getting more and more popular not only in urban areas but also on highly trafficked primary rural roads due to their high road safety potential. Well designed roundabouts show improved safety characteristics by reducing the number and, particularly,...

The Building of PCC Pavements in the High Plateau (Altiplano) of Bolivia

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The High Plateau (known as Altiplano) in Bolivia has unique climate. The high altitude, over 4000 m above sea level, relative humidity, as low as 20% and daily temperature ranges between 25° C max. day down to – 10°C at night during winter time, impose special construction processes for concreting...

Air Purification and Self-Cleaning Materials Photocatalytic Pavement Blocks on the Leien of Antwerp

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Heterogeneous photocatalysis is a rapidly developing field in environmental engineering. It has a great potential to cope with the increasing pollution by traffic. The addition of a photocatalyst to ordinary building materials such as concrete, creates environmental friendly materials by which air pollution or pollution of the surface itself can...

Concrete Pavements with Geotextile Interlayer in Germany – Measurements and Long Term Behaviour

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Since 2001 the design with an interlayer of geotextiles is a standard structure in the German pavement catalogue RStO 01. Geotextiles shall guarantee uniform, elastic support of the concrete slab, hence reducing stresses due to temperature and moisture gradient, reduce pumping processes and prevent an origination of reflection cracks from...

Mölltal – Concrete Pavement – 50 Years Under Traffic

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The design period of pavements in Austria is in general defined with 20 to 30 years. According to the Austrian standards and guidelines for pavement design the design life for bituminous roads is 20 and for concrete roads is 30 years. Looking at existing roads, it can be recognized that...

New CRCP Designs in the UK

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The paper presents the main findings of a 3-year project to develop new designs and specifications for continuously reinforced concrete pavement (CRCP). The performance and design parameters investigated were surface cracking, the concrete strength, and the foundation. The effects of these parameters on the structural integrity and durability of CRCP...

Durability of Texture of Concrete Pavements

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The durability of concrete pavement depends on its load bearing capacity and the performance properties of the surface texture during use. During wet weather conditions the textured surface should provide good tyre grip for safety reasons. In recent years increased focus has been placed on the noise emitted by road...

Working Mechanisms of Air-Entraining Agents

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From some job sites it was reported that the air void content of the hardened road concrete was considerably higher than that of the fresh concrete. Initial investigations in the Research Institute with six air-entrainers based on synthetic and natural active agents showed that a substantial increase in air content...

A High Performance Cementitious Surface Dressing for Long-Life Wearing Courses

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A number of public road laboratories are working together in an OECD/ECMT project. The aim of this project is to evaluate two technical solutions for long-life wearing courses. It is intended that these would eliminate maintenance works for several decades after construction. One of which, called HPCM (High-Performance Cementitious Material)...

Construction of Cement Concrete Pavement a Case Study

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Construction of Cement Concrete Pavement on National Highways started in India during the year 1991 when Ministry of Surface Transport, Government of India, under took four laning of 112 Kms. long Delhi – Mathura Section of NH-2. Construction of Cement Concrete Pavement picked up in 1998 with the implementation of...

Measurement and Effect of Dowel Bars Alignment in Concrete Pavements

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The precision and applicability of two non-destructive measuring methods for dowel bars alignment: • Ground Penetrating Radar (GPR) and the • Pulse Induction method (PI). was investigated. The project was sponsored by the German Federal Ministry of Transport, Building and Urban Affairs (Bundesministerium für Verkehr, Bau und Stadtentwicklung BMVBS). The...