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Whitetopping and Ultra-Thin Whitetopping – the US Experience

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Concrete overlays of existing asphalt pavement, referred to as "whitetopping," is one of the most rapidly emerging technologies for rehabilitating pavements in the U.S. Although its use can be traced back to 1918, conventional (or classical), whitetopping became routinely used in the mid-1970's with use significantly increasing in the 1980's...

First Experience of Noise-Reducing Exposed Small Aggregate Concrete Surfaces in Japan

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In Nagoya, Japan, for a national highway having a large-scale common duct set under the road, concrete pavement with transverse brooming has been adopted in order to ensure structurally durable pavements. However, because these roads are located in an urban area, demand for less noisy pavements has increased. Therefore, in...

A Practical Method of Concrete Pavement Design for Ports

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Puertos del Estado, the co-ordinating institution of the main Spanish Port Authorities, has published in 1994 the Guidelines for the Design and construction of Port Pavements ROM 4.1-94, where a practical method of structural pavement design for ports areas has been developed, offering a novel and useful contribution. The different...

Control of the Rate of Concrete Compaction in the Structure – a Guarantee of the Cement Concrete Pavement and Base Durability

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A 7 Lu 8% reduction in compactness of air-entrained concrete with respect to the maximum one is a positive factor from the frost, -salt resistance standpoint, nevertheless, such compactness of roller compacted concrete can lead to dangerous results. The existing methods of controlling the compaction rate (measuring the volume of...

The Influence of Friction Between Layers on Surface Deflections of Rigid Composite Pavement Structures

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The paper presents the influence of friction between layers on surface detlections of rigid composite pavement structures. Pavement structures were analysed using BISAR Programme and non- destructive testing technique under different bonding conditions between the asphalt and the concrete layers. The analysis of the data involves the use of hack-calculation...

Surface Texture of Roller Compacted Concrete Pavement

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An iiiteiisive iesearch on roller compacted concrete pavement for high speed roads has been conducted in China since the beginning of this decade. Many technical reports document that the surface of RCCP is smooth due to the effect of the roller, and texturing such dry and less workable material is...

Some Aspects of Chloride Corrosion of Cement Paste and Mortar

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The durability of different kinds of cement i.e. PC 45 and PC 55, slag cement (SC) and alkali activated slag (AAS) has been investigated. The mortar were cured in a strong chloride solution and the expansion and strength were measured. Additionally, the frost resistance was tested according to ASTM Standard....

Processes of Structure Formation and Properties of Cement Stone with Polymer Additives and Disperse Reinforcement for the Repairs of Road Pavements

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The addition of special polymer additives and dispersc reinforcement can improve the physicomechanical properties of cement stone being used in road construction.

Use of Roller Compacted Concrete in Road and Airport Pavement Construction in Sri Lanka

Airports, Highways Members Only

In the quest for introducing materials and techniques of construction, the Research & Development Division of the Road Development Authority, Sri Lanka has carried out several trials and successfully constructed an airport apron, a causeway of 2km length using Roller Compacted Concrete (RCC) pavements and a road of length 0.265km....

Effectiveness of Load Transfer in Jointed Reinforced Concrete Pavement

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The load tiansfer due to the dowel bars in jointed reinforced concrete pavements (JRCP) or to the steel reinforcing in continuously reinforced concrete pavements (CRCP) has also the effect of reducing the stress on the edge of the load slab. Therefore, the calculation of the load transfer between contiguous slabs...

Experiences on the Non Destructive Testing Directed at the Weak Point in the Semi-Rigid Pavement on the A-92 Dual Carriageway

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The nondestructive testing for bearing capacity of semi-rigid pavements must be similar to the rigid pavements one. So the nondestructive testing of the transversal cracks, the weak point, is the best way to do it.

Thin White Topping in Vienna

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Conventional maintenance of rutted asphalt roads means resurfacing in short intervals or substitution of thick layers. Therefore, a new repair method was tested: Milling the top of the existing asphalt pavement, cleaning the surface and plaeing a dan layci of high performance concrete. The behaviour of the composite structure was...