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The Economy of Concrete Pavements in Finland – Finnish Method for Life Cycle Cost Analysis between Asphalt and Concrete Pavements

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A cost comparison between different pavement types is based on the current value of the construction and maintenance costs and the annual costs of the road during its service life. A detailed technical-economic comparison between asphalt and concrete pavements should always be made when the ADT of the road >...

Concrete Pavements in Seasonal Frost Conditions – Finnish Experience of the Durability and Economy of a Concrete Pavement Built in 1990 in Northern Finland

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Oulu is a city of about 145,000 inhabitants including its suburban area located in northern Finland where the winter can be very cold. The freezing index is about 40,000 °C h (once in 10 years) and the frost penetration depth can be about 2 m or rluuue. lii 1990, 4...

The Phenomenon of the Serviceability of Concrete Motorways after 55 to 60 Years under Traffic

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At present there are still many hundreds of kilometres of concrete motorways in the former East Germany which were constructed in the thirties. The phenomenon is not the fact that now, especially after the last winter, a lot of them have reached a critical condition, but that until today all...

Further Improvement of the Durability of Concrete Pavements by using Higher Strengths

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Road concrete in the thirties did not have a particularly high strength, but it grew over the years. Strength tests on cores, taken last year, show that the strength -compressive as well as the more important splitting tensile- of the old section and also of almost all new ones is...

Experiments with Concrete Pavements on the LCPC Fatigue Test Track

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In France, the Highway Department, the concrete pavement contracting companies and the lime and cement industries represented by their national associations, initiated in 1991 a major experiment on the pavement fatigue test track of the Laboratoire Central des Ponts et Chaussées (LCPC). The objective of these full-scale tests was to...

Evaluation of Performance and Structural Design Methods of Cement Concrete Pavements in Japan

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This paper examines cement concrete pavements built on japanese national highways since 1971. An investigation of pavement cracks supports the validity of the current structural design methods. The results of the analysis of the relationship between slab thickness, cracking and cumulative heavy traffic volume show that commonly used jointed reinforced...

Some Aspects of the Construction of the Azraq to Jafr Highway Project in Jordan

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Hot desert environments with low humidity and strong winds provide some of the most difficult conditions in which to build good concrete roads. This paper briefly describes the materials, plant and some of the methods that were used to successfully construct the Azraq to Jafr highway in Jordan where these...

Pavement Design and Behaviour Heavily Trafficked Concrete Carriageways in the Seventies

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In order to update pavement structure designing methods, the French Technical Network, SETRA (Roads and Highways Engineering Department) and LCPC (Central Public Works Laboratory) have used the LCPC road structure circular test track to study fatigue phenomena relating to several concrete pavement structures and to compare them with the "Californian...

Concrete Pavements in Heavy Rain Areas

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The difficulty to build roads in heavy rain areas is illustrated through the reconstruction of the road going from Pasto (the capital of the Department of Nariño) to the port town of Tumaco, in the vely South of Colombia at the Pacific Cost and the border with Ecuador. Despite this...

Flexible Concrete Pavements

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The strength of flexible pavements is more or less at the limit of design, and only minor improvements in allowable contact pressure can be expected. Major increases in vehicle weight on flexible pavements is only possible by increasing the number of axles or by increasing any extra contact area (larger...

Project Numerical Models and Comparison with Experimental Results

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The present paper illustrates the experience of ITALCEMENTI S.p.A. and C.T.G. S.p.A. (former ITALCEMENTI INGEGNERIA S.p.A.) in designing CRCPs. During 1991-1 992 a slip road was built between the MONSELICE cement plant (Padua) and the state road "S.S. 10 Padana Inferiore" in order to divert heavy vehicle traffic driving to...

Design and Construction of Concrete Road Surfaces in Germany

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Increasing traffic loads and new environmental criteria have led to more stringent requirements for the surfacing of roads. At the same time, practical experience and new methods have improved the construction of concrete road surfaces. In the light of these developments, it was also necessary to adapt the German technical...