Conferencia Asfalto Espumado. Public. · Hosted by IFUCE Cal Química Mexicana. Interested. clock. Wednesday, April 29, at PM UTC More than a. ¿Qué es el asfalto espumado? Los asfaltos espumados son una técnica que se ha utilizado con éxito en distintos países en la producción de mezclas asfálticas. Thenoux G., Gonzalez A., and Jamet A., “Aspectos constructivos del primer proyecto de reciclado in situ utilizando asfalto espumado,” Revista Ingeniería de .

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But, the differences of material properties, traffic information, and environmental conditions for Latin American countries make necessary to calibrate these models using local conditions. One section was retained as a control with the H40 material only, and another section had FB only, to separate the effects of the FB with the cement. FWD deflections at 40 kN before trafficking 0 load cycles and after 1×10 6 load cycles.

For this test we participate in conjunction with experimental technologies, using the universal recognized technology stabilization Portland cement on a stretch of road in Artigas. Who would have thought that in our country the technologies to be introduced as modified asphalts based massively? At 2×10 5 load cycles the thin surface layer was overlaid with 30 mm of HMA.

He BITAFAL group He has supported projects in both asphalt and logistics sion with facilities and equipment for the proposed Route 36 We thank our customers for the continued trust placed in the company to realize the implementation espumwdo new asflto in Uruguay.

A total number of approximately 5. However in the last decade areas of New Zealand started to face a complex problem in the supply of high quality aggregates for road construction. The pavement test results presented indicate that stabilisation using FB and cement improved the performance of the pavements.

Moreover the company CVC has recently completed a stretch of Route 36 in the department of Canelones, with great success. To accelerate the surface deformation in these sections it was decided to cut part of the pavement sections down from the HMA surface to the top of the basecourse 50 mm-deep cuts.


You can allow or reject use at any time can change the Configuration Options Privacy – Cookies Policy. The H40 aggregate particle size distribution was not directly suitable for FB stabilisation Figure 1 because it was too coarse according to the recommended grading for FB mixes Asphalt Academy Once the untreated material espumavo ready the trenches were stabilised with the recycling machine.

After the application of 5, Equivalent Asfalro Axles ESAsthe sections stabilised with cement only, bitumen only, and the control section all showed large amounts espimado rutting.

We can proudly say that the Uruguayan road has become unrivaled in the last five years. Share photos of the work in progress. Photo of pavement section B12C10 left and B14C10 right. A thin hot mix asphalt HMA layer of 30 mm was laid over the original surface, leading to a total surface thickness of approximately 50 mm for the rest of the project. The final cross section adopted in all pavement sections is shown in Figure 3. Average rutting By the end of the test little difference was found in the rutting measurements of sections stabilized with foam bitumen and cement sections B12C10, B14C10 and B28C AustroadsPavement Design: What we have learned we must communicate why We participate in conferences and seminars at national and regional level.

Who would have thought that the surface treatments and micros with modified asphalts would apply on routes first order?

The profiles were used to calculate the vertical surface deformation VSD by subtracting the original elevation of each transverse profile before loading minus the current transverse profile. The results showed that foamed bitumen stabilization has an important effect on the performance of the pavements studied, as further detailed in this paper.

Users Manual, 2nd ed.

Asfalto Espumado

E l using these experimental technologies must be done in a progressive manner, and supported on objective, technically sound and consistent, which in one way or another, justify its use. The averaged rutting measurements for each pavement section are presented in Figure 5. Conversely, no cracking was observed in sections B14C10 and B28C Furthermore, New Zealand imports crude oil and therefore its production costs for bitumen are highly dependant on international oil prices.

After the application of additional accelerated traffic load, section B12C10 started to show surface cracking, while sections B14C10 and B28C10 performed well. Six pavements were constructed using different contents afalto bitumen and cement. In this aspect, from the Bitafal Group to continue innovating bet in real technical solutions for the durability of rural roads. University of Natal, South Africa.


Accompanying the development of new technologies of aasfalto recycling in situ foamed bitumen, the sion It has incorporated specific equipment for the design of new foam asphalts and evaluation of the characteristics of the processed mixtures.

Road engineering worldwide considers that the implementation of these two technologies is the ultimate solution for rural roads and not to mention, because of our scale, which for much of our crumbling road network. Materials and Construction Subgrade The top mm of the subgrade was clay, extended in lifts ofand mm, and compacted using a roller available at CAPTIF. University of Nottingham, United Kingdom. The paper concludes by outlining some of the practical espimado of utilising this technology in pavement asset management.

The top mm of asfalfo subgrade was clay, extended in lifts ofand mm, and compacted using a roller available at CAPTIF.

Since the 60 kN exceeds the legal limit and espumdo have caused the observed accelerated deterioration of the pavement sections at the end of the test, the same Huurmanmodel with the first term only was used to describe the stable phase of the rutting i.

Sparing no technical or economic efforts, the company conducted a site recycling pavement with asphalt foam backed administration.

Asfalto espumado by Lucio Borelli on Prezi

Surface layers All sections were sealed with a single coat chipseal. The model was adapted to describe the rutting development instead of the permanent strain. The four parameters model has the following form: Extrapolation of rutting measurements using the two-parameter model up to 25×10 6 ESAs. This paper conducts laboratory evaluation of OGFC mixes to determine their suitability and assess engineering properties required to introduce these type mixes in Costa Rican pavement technology.