| dc.identifier.citation | Alderon, A., John B., John O., John R. (1997) Open graded asphalt design guide. AustralianAsphalt Pavement Association. Allex Eduardo Alvarez Lugo, 2009, Improving Mix Design and Construction of Permeable Friction Course Mixtures. Disserttion Departmen of Civil EngineringTexasUniversity. Bing Zhanf, 2007. Digital Test of Composite Material Using X-Ray Tomography and Finete Element Simulation. Colorado Ready Mixed Concred Association, 2005. Specifiec’s Guide for Pervios Concrete Pavement Design. Fazleem Hanim Ahmad Kamar, Jaszline Nor Sarif, 2005. Design of Porus Asphalt Mixture to Performance Related Criteria. Hao Ying, 2008, Using X-Ray Computed Tomography to Quantity Damage of Hot-Mix Asphalt in The Dynamic Complex Modulus and Flow Number.. He Gui Ping, Wong Wing Gun, 2006. Effects of Moisture On Strength and Permanent Deformation of Foamed Asphalt Mix Incorporating Rap Materials. Journal of Constraction and Building Materials. International Tecnology Exchange Program, 2005. Quite Pavement System In Europe. Lori Kathryn Schaus, 2007. Porus Asphalt Pavement Design In Proactive Design for Cold Climate Use Thesis Departmen of EivilEngineringWaterlooUniversity. Meor Othman Hamzah, Mohammad Rosli Mohammad Hasan, Martin Van de Van , 2011. Permeability Loss In Porus Asphalt due to Binder Creep. Journal of Construction and Building Materials. Nakanishi H., Sinichi T., Koji G. (1995) Suggestion to the improvement in durability of the function of porous asphalt pavement, Road Construction, August R. Christopher Williams, 2009. Early Permebility Test For Asphalt Acceptance, Center for Transportation Research and EducationLowaStateUniversity. StormWaterCenterUniversity of new Hampshier, 2007. Porus Asphalt Pavement and Infiltration Beds. Verhelst, F.A.D.B, Vervoort and G Marchal (1995). X-Ray Computerized Tomography Determination of Heterogeneties in Rock Samples. | en_US |
| dc.description.abstract | The lot deposit of Domato Stone as local material from sea location in Banggai island in half Sulawesi of Indonesia.
Was still not be exploited better. Some reseaarch in the field of road construction showed that Domato Stone was
powefull enough when mixtured asphalt structure.Permeable asphalt pavement or porous friction course is commonly
knows as porous asphalt. The porous pavement used in japanes and europe. The pavement consists in a porous overlay
allowing rainwater to flow down to the botton the overlay andthen to drain on the edges of the pavement.Quality of
porous asphalt was developed to drain pavement surface flow through it’s pores, because of is specific propertis to
mesure it’s ability to drain the water ( Permeability ), a special measuring device is required. This study is aimed to
measure the coefficient of permebility using the constanthead permeability test at transportation laboratory
Hasanuddin University. The result were compared with the previous study. The test included horizontal and vertical
permeability.There types of gradation were in comporated to : British Graduation, Binamarga Gradation, and
Australian Gradation. The tests were carried out at optimum bitumen content, the result shows that the vertical
permeability of porous asphalt usig British Gradation were : 0,0914, 0,2841 and 0,2912 Cm/sec. Respectively
meanwhile for horizontal permeability were 0,1168, 03212, 0,2897 Cm/Sec. The Marshall stabilities were at in
countary to the permeabilities, the porousity were comparable to the permeabilities.The results of research indicates
that porous asphalt mixture showed an influence on the value of the characteristics of porous asphalt particularly at
concrete waste fraction grading 50% retained 1/2 " and 50% natural crushed stone retained 3/8" where the values
obtained from the analysis of optimum binder content is 9.5%. Based on the Scanning Electron Microscope (SEM)
can be seen the microstructure and content of chemical elements present in the porous asphalt which prove that all
elements of the liquid asbuton and concrete waste can blend and bind well. | en_US |
