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dc.contributor.authorSunarjono, Sri
dc.contributor.authorMaulana, Nanang Sofa
dc.date.accessioned2021-01-25T07:05:11Z
dc.date.available2021-01-25T07:05:11Z
dc.date.issued2020-12
dc.identifier.citationEmrizal, 2009. Pemanfaatan Material Daur Ulang Aspal Beton Untuk Material Aspal Beton Campuran Mingin Memakai Aspal Emulsi. Tesis. UNS. Surakarta. Kasan, M., 2009. Studi Karakteristik Volumetrik Campuran Beton Aspal Daur Ulang. Jurnal SMARTek, Vol. 7, No. 3, Agustus 2009: 152-165. Staf Pengajar Jurusan Teknik Sipil Fakultas Teknik Universitas Tadulako. Palu. Kennedy, T.W., 1983. Tensile Characterization Of Highway Pavement Material. Center For Transportation Research the University Of Texas, Austin. Kementerian Pekeraan Umum, 2010. Spesifikasi Umum 2010. Direktorat Jenderal Bina Marga Revisi 3. Jakarta. Lunberg, R., Jacobson, T., Redelius, P., Ostlund, J., 2016. Productionand Durability of Cold Mix Asphalt. 6th Eurasphalt and Eurobitumen Congress, Prague, Czech Republic. Raharjo, N., 2010. Tinjauan Marshall Properties, Kuat Tarik Tidak Langsung, Kuat tekan Bebas, dan Permeabilitas campuran Dingin Aspal beton dengan Rapid Curing Cutback Asphalt sebagai Binder. Skripsi. UNS. Surakarta Setiawan, H., Pradani, N., 2011. Analisis Sifat Fisik Material Perkerasan Jalan Hasil Daur Ulang. Jurusan Teknik Sipil Universitas Tadulako. Palu. Sunarjono, S., Sutanto, M.S., Astuti, W.W, 2015. Karakteristik Bahan Reclaimed Asphalt Pavement (RAP) Ruas Jalan Pantura Jawa. Jurnal. UMS. Surakarta. Sunarjono, S., 2006. Evaluasi Engineering Bahan Perkerasan Jalan Menggunakan RAP dan Foamed Bitumen. Jurnal eco Rekayasa, Vol. 2, No. 2. UMS. Surakarta. Texas Departement of Transportation, 2014. Test Procedure For Indirect Tensile Strength Test. TxDOT Designation: Tex-226-F Thanaya, A., 2003. Improving the Performance of Cold Bituminous Emulsion Mixtures (CBEMs) Incorporating Waste Material. Submitted in accordance with the requirements for the degree of Doctor of Philosophy. Thesis. The University of Leeds School of Civil Engineering. UK. Yamin, R.A., Widajat, D, 2008. Penggunaan Foam Bitumen Untuk Daur Ulang Perkerasan Jalan. Pusat Litbang Jalan dan Jembatan. Bandung.id_ID
dc.identifier.issn2686-4274
dc.identifier.urihttp://hdl.handle.net/11617/12385
dc.description.abstractThe cold mixture using emulsion asphalt has not been widely used due properties which is still low compared to the hot mixture. RAP (Reclaimed Asphalt Pavement) is a dismantling of old paved layers that are reused. RAP has not been widely used for mixed aggregates, because of the aggregates used wear are aging and fragile inversely proportional to fresh aggregates that have better surface and strength because they have not been used to withstand repetitive structural loads. The purpose of this study was to know the comparison of cold mixture asphalt emulsion properties using RAP and fresh aggregate materials by analyzing the volumetric characteristics, Marshall properties, and Indirect Tensile Strength (ITS) Properties. This cold asphalt emulsion mixture used RAP material from Weleri, Kendal and fresh aggregate from Woro river, Klaten. Asphalt emulsion type CSS-1 comes from PT.Izza Sarana Karsa, Sidoarjo. Variation of RAP addition to mixture are 0% RAP, 50% RAP, and 100% RAP. The gradation and mixed specifications used are Asphalt Concrete Wearing Course (AC-WC) Bina Marga 2010. The production of cold asphalt emulsion mixture started from the preparation of tools and materials, tested the aggregate characteristics, sieved the material, estimated the initial Emulsion Asphalt, mixed proportions, and solidification, determination of Optimum Residual Asphalt (ORAC), mixed test with Marshall test and modified ITS test. Based on results of the Marshall and ITS Properties from cold asphalt emulsion mixture used variation of RAP and fresh aggregate composition, that addition of RAP in mixture can increase density value and decrease air cavity this is proved by lower VIM and VMA value and higher VFWA value. As well, it decreases the value of Marshall Quotient and the value of indirect tensile strength. It is confirmed by the data from this study is 0% RAP yield density value 1,83 gr/cm3, 32,90% VMA, 19,90% VIM, 37,31% VFWA, 535,73 kg stability, 7,40 mm flow, 72.59 kg/mm MQ and the value of ITS 113,347 KPa. While 50% RAP yield density value 1,89 gr / cm3, 23,24% VMA, 10,75% VIM, 51,77% VFWA, 286,56 kg stability, 9,57 mm flow, 30,02 kg/mm MQ, and the value of ITS 87,919 KPa. And for 100% RAP has density value 1,91 gr / cm3, 13,42% VMA, 1,40% VIM, 86,78% VFWA, 300,92 kg stability, 13,50 mm flow, 23,73 kg/mm MQ and the value of ITS 95,293 KPa. Overall, the cold mixture does not fulfilling specifications for the manufacture of wearing course.id_ID
dc.language.isootherid_ID
dc.publisherSimposium Nasional Ke-19 RAPI 2020id_ID
dc.titleInvestigate The Quality of Production in The Sustainable Pavement Materials Industryid_ID
dc.typeArticleid_ID


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