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Economic Models as Basis For Investment Decisions

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There is a trend to work with the influence of roads on the whole society. The quality level, and the initial investment cost, for pavements and road superstructures, should therefore be grounded on Life Cycle Cost analysis (LCC). LCC or Whole Life Costing (WLC), is described in a PIARC document...

Protecting Concrete Surfaces Against Frost – a Study of Sealing Products Used on Airfields

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Concrete, which is susceptible to frost and thawing salts, is protected by adding an air-entraining admixture, which leads to air content levels of 3.5 to 6% being achieved. Another possible protection involves the application of a sealant which prevents water penetration. In this instance, resistance to scaling as a result...

Effects of Finishing and Air-Entrainment on De-Icing Salt Scaling Resistance of Concrete Surfaces

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The main difference between pavements and other elements made of concrete is the surface property. The surface in concrete pavement must be finished properly. It has been known for a long time that air-entrainment can be used against freezing and thawing deterioration of concrete pavement slabs. In the freeze-thaw attack,...

Use of Recycled Aggregates in Whitetopping with Addition of Automotive Tires Scraps

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The paper presents the results of a study about the use of recycled tire and building materials in concrete for “whitetopping” on asphalt concrete paving. This report presents the results of laboratory experiments and field tests. These results were obtained with concretes using substitution ratios of 15% to 20% by...

Road Marking on Concrete Roads

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On several of the concrete roads that were constructed in Sweden during the 1990s problems have been experienced in making the road marking compound adhere to the road surface. The problem would appear to be greatest during the first few years. In earlier studies, the problem was analysed by laboratory...

Experimental Sections of Ultra-Thin White Topping in Tournai

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The technique of ultra-thin white topping, which has been used in the USA since the beginning of the 1990s, is characterised by a thickness of between 5 and 10 cm. They are characterised by a mesh of closely spaced joints in which the distance between the joints depends on the...

The State of the Art of in Situ Pavement Recycling with Cement in Spain

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The state of the art of pavement recycling with cement in Spain is presented in this paper. The different reasons (technical, economical, and environmental) favouring this technique will be reported. Moreover, information will be provided on projects (traffic categories, material prescriptions and structural sections included in Spanish specifications), the construction...

Reporting ASR in US Airfield Runways

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In the present study, alkali silica reactivity (ASR) in airfield runways (pavements) is reported based on investigation of two US airports. The study includes in-field detection of ASR distress features followed by detailed laboratory investigation of cores collected from strategic locations. This two-tire approach was found to be most effective...

Bituminous Pavement and Continuously Reinforced Concrete Pavement (CRCP) on a Motorway in Walloon Region (Belgium) Economical Comparative Study

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and safety levels for very many years. The Ministry of Transport, Infrastructure and Facilities of the Walloon Region conducted a comparative study of the motorway in 2000 between a continuously reinforced concrete pavement and a bituminous pavement. Very many factors obviously come into play for an objective comparison and they...

Fine Filler and its Impact to a Cement Composite Life Cycle

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Development of new types concrete technology caused an increasing of concrete mixture production with a high proportion of fine filler in recent years. Fine filler is used to ensure required concrete mixture rheology qualities, which are needed to the concrete mixture storage into boarding. There are several materials can be...

Effects of Freezing Thaw in Concretes Produced with Different Cements

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Serviceability of the concretes that undergo such effects of repetition of freezing-thaw is greatly affected by water-cement ratio, permeability, composition of the cement and mineral additves. Water-cement ratio being between 0.40-0.50, the concrete having a structure without any voids, using a cement with mineral additives, increase the resistance of the...

Durability of Concrete Roads with Blended Cements

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The study was conducted to bring out the salient features of blended cements, which go a long way in establishing the durability of rigid pavements. Blended cements not only enhance the life cycle of concrete road by protecting it from chloride and sulfate attack but also reduce the thermal cracking,...