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dc.contributor.authorSunarjono, Sri
dc.date.accessioned2012-09-07T09:49:10Z
dc.date.available2012-09-07T09:49:10Z
dc.date.issued2011-09
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(2002). “Foamed Asphalt Produced Using Warmed Aggregates.” The Association of Asphalt Paving Technologists.Jenkins, K.J., Robroch, S., Henderson, M.G., Wilkinson, J. and Molenaar, AAA. (2004). “Advanced Testing for Cold Recycling Treatment Selection on N7 Near Cape Town.” Proceedings of the 8th Conference on Asphalt Pavements for Southern Africa (CAPSA ’04), ISBN Number: 1-920-01718-6, paper 079, 12-19 September 2004, Sun City, South Africa. Kim, Y. and Lee, H.D. (2006). “Development of Mix Design Procedure for Cold In-Place Recycling with Foamed Asphalt.” Journal of Materials in Civil Engineering, ASCE/ January/ February 2006. Lancaster, J., McArthur, L. and Warwick, R. (1994). “Vicroads Experience with Foamed Bitumen Stabilisation.” Proceedings 17th ARRB Conference, Part 3. Lee, D.Y. (1981). “Treating Marginal Aggregates and Soil with Foamed Asphalt.” In: Proceedings of the Association of Asphalt Paving Technologists, Vol. 50, pp 211-150. Lee, H.D and Kim, Y.J. 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(1994). “Pavement Recycling Using Foamed Bitumen.” Proceeding 17th ARRB Conference, Part 3. Maccarone, S., Holleran, G., and Ky, A., 1995. Cold Asphalt System as an Alternative to Hot Mix. In: 9th AAPA International Asphalt Conference. Milton, L.J. and Earland, M. G. (1999). Design Guide and Specification for Structural Maintenance of Highway Pavements by Cold In-Situ Recycling, TRL Report TRL 386, Transport Research Laboratory, Crowthorne. Muthen,K.M. (1999). “Foamed Asphalt Mixes, Mix Design Procedure.” Contract Report CR-98/077, June 1999, CSIR Transportek, South Africa. Nataatmaja, A. (2001). “Some Characteristics of Foamed Bitumen Mixes.” Transportation Research Record 1767, TRB, National Research Council, Washington, DC. Nataatmaja, A. (2002). “Some Foamed Bitumen Mix: Soil or Asphalt?.” In 9th International Conference on Asphalt Pavements, pp. 14-21, 2002. Nunn, M.E. and Thom, N.H. ( 2002). “Foamix: Pilot Scale Trials and Design Considerations.” Viridis Report VR1, First Published ISSN 1478-0143, Copyright TRL Limited 2002. Ruckel, P.J., Acott, S.M. & Bowering, R.H. (1982). “Foamed- Asphalt Paving Mixtures: Preparation of Design Mixes and Treatment of Test Specimens. In: Asphalt materials, mixtures, construction, moisture effects and sulfur.” Washington, DC: Transportation Research Board. (Transportation Research Record; 911), pp 88-95. Ruenkrairergsa, T., Phromsorn, C., Silarom, P. and Ketnoot, W. (2004). “Engineering Properties of Foamed Bitumen Mixtures in Thailand.” Proceedings of the 8th Conference on Asphalt Pavement for Southern Africa (CAPSA ‘04), ISBN No. 1- 920-01718-6, 12-16 September 2004, Sun City, South Africa. Sakr, H.A. & Manke, P.G. (1985). ”Innovations in Oklahoma Foamix Design Procedures.” In: Asphalt materials, mixes, construction and quality. Washingtong, DC: Transportation Research Board. (Transportation Research Record;1034), pp 26-34. Semmelink, C.J. and Botha, P.B. (2001). Evaluation of Foamed Bitumen and Emulsion Treated Ferricrete Material on the New HVS Site in The Initial Stages. Transportek, CSIR, LR 2000/1/JR 3879. Shackel, B., Makhiuchi, K. and Derbyshire, J.R. (1974). “The Response of a Foamed Bitumen Stabilised Soil to Repeated Triaxial Loading.” Paper No A23. ARRB Proceeding, Volume 7, Part 7, 1974, 74-87. Widajat, D. (2009). “Uji coba teknologi daur ulang campuran dingin dengan foam bitumen pada jalan Pantura Jawa Barat.” Jurnal Jalan Jembatan, vol. 26 no 1 April 2009. Widyatmoko, I. and Sunarjono, S. (2007). “Some considerations to implement foamed bitumen technology for road construction in Indonesia.” The 1st International Conference of European Asian Civil Engineering Forum (EACEF) at Universitas Pelita Harapan, 26 - 27 September 2007. Wirtgen. (2005). Foamed Bitumen Mix Design Procedure Using The Wirtgen WLB 10 # 147 236.0001, Wirtgen GmbH, Hohner Strasse 2.53578 Windhagen, Germany.en_US
dc.identifier.issn1411-8904
dc.identifier.urihttp://hdl.handle.net/11617/1983
dc.description.abstractFoamed asphalt adalah bahan perkerasan jalan yang ramah lingkungan, pada umumnya dibuat dengan sistem pencampuran dingin, dan sering digunakan dalam teknologi daur ulang. Sifat campuran yang unik ini menjadi alasan perlunya dikembangkan prosedur rekayasa pencampuran di laboratorium. Tulisan ini menjelaskan rekayasa pencampuran dalam tiga hal, yaitu pertimbangan rekayasa, proses rekayasa, dan sebuah studi kasus. Pertimbangan rekayasa pencampuran dikembangkan berdasarkan hasil-hasil penelitian sebelumnya. Sedangkan proses rekayasa pencampuran dijelaskan dalam langkah demi langkah. Studi kasus menggunakan campuran yang dibuat dari kombinasi agregat limestone dan RAP, dan aspal pen 50/70. Secara keseluruhan hasilnya dapat disimpulkan sebagai berikut. Dalam rekayasa pencampuran foamed asphalt perlu mempertimbangkan karakteristik foamed bitumen, jenis aspal, kadar foamed bitumen, propertis agregat, kadar air, proses pencampuran, proses pemadatan, kondisi perawatan dan suhu. Prosedur rekayasa pencampuran diusulkan dalam tujuh langkah, yaitu (a) menentukan optimum foamed bitumen properties, (b) menyiapkan agregat, (c) proses pencampuran, (d) proses pemadatan, (e) proses perawatan, (f) uji properti, dan (g) memilih kadar optimum foamed bitumen. Setelah melaksanakan 7 langkah maka dapat disimpulkan sebagai berikut. Pada saat produksi foam dipilih suhu pemanasan aspal hingga 160◦C. Kadar air pembusaan optimum ditemukan sekitar 1,9%. Plasisitas indeks agregat adalah 2,7%. Maksimum kepadatan kering adalah 2,2 Mg/m3 dan kadar air optimum adalah 4.5%. Semua campuran ditambah air hingga 72% dari kadar air optimum, dicampur menggunakan Hobart mixer, dan dipadatkan menggunakan Marshall Hammer. Semua benda uji dioven pada suhu 40oC untuk 3 hari. Setelah melalui pengujian ITS, kadar foamed bitumen ditentukan pada angka 2,6%.en_US
dc.subjectRekayasa campuranen_US
dc.subjectfoamed asphalten_US
dc.subjectfoamed bitumenen_US
dc.subjectfoaming water contenten_US
dc.subjectkadar foameden_US
dc.titleREKAYASA CAMPURAN FOAMED ASPHALT DI LABORATORIUMen_US
dc.title.alternativeLABORATORY MIXTURE DESIGN FOR FOAMED ASPHALTen_US
dc.typeArticleen_US


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