Effect of Slag and Recycled Materials on the Performance of Hot Mix Asphalt (AC-BC)
DOI:
https://doi.org/10.5614/jts.2019.26.1.1Keywords:
Reclaimed Asphalt Pavement (RAP), Slag, OACAbstract
The limitations of road construction materials require alternative materials such as asphalt recycling and utilization of waste potential such as steel slag for aggregate substitutes. In this study, there were tests for slag characteristics and reclaimed asphalt pavement (RAP) then continued with a marshall test to determine the optimum asphalt content (OAC). The nine mixtures planned in this study consist of 10-30% Slag combined with 10-30% RAP with Reclamite as a rejuvenating material. Using a combination of RAP, there is a decrease in the mixing and compaction temperature of 20C compared to the conventional hot mix. Test results on hot mix asphalt using a combination of RAP and slag generate an increase of 10-30% each using a combined gradation and volume correction. Test result in heat asphalt mixture by using RAP and slag combination with additional of 10-30% each using correction of volume and combined gradation. For the hot mix asphalt with RAP10 and SLAG 10-30 (HMAR10S10-30), the OAC value is 5.83%, 5.95%, and 5.38%, and for the hot mix asphalt with RAP20 and SLAG 10-30 (HMAR20S10- 30), the OAC value obtained is 5.90%, 5.60%, and 5.95%, and for the hot mix asphalt with RAP30 and SLAG 10-30 (HMAR30S10-30), the OAC value is 5.55%, 5.60 %, and 5.33%.
Keterbatasan material konstruksi jalan membutuhkan adanya material alternatif seperti daur ulang aspal dan pemanfaatan potensi limbah seperti slag baja untuk pengganti agregat, pada penelitian ini terdapat pengujian karakteristik slag dan daur ulang aspal (RAP) kemudian dilanjutkan dengan pengujian marshall untuk menentukkan kadar aspal optimum (KAO). Sembilan campuran direncanakan dalam penelitian ini yang terdiri dari 10-30% Slag dikombinasikan dengan 10-30% RAP dengan bahan peremaja Reclamite. Dengan menggunakan kombinasi RAP terjadi penurunan temperatur pencampuran dan pemadatan lebih rendah 20C dibandingkan campuran panas konvensional. Hasil pengujian pada campuran beraspal panas dengan menggunakan kombinasi RAP dan slag dengan penambahan masing-masing sebesar 10-30% menggunakan koreksi volume dan gradasi gabungan, untuk campuran beraspal panas dengan RAP10 dan SLAG 10-30 (HMAR10S10-30) didapatkan nilai KAO sebesar 5,83%, 5,95%, dan 5,38%, sedangkan campuran beraspal panas dengan RAP20 dan SLAG 10-30 (HMAR20S10-30) didapatkan nilai KAO sebesar 5,90%, 5,60%, dan 5,95% dan untuk campuran beraspal panas dengan RAP30 dan SLAG 10-30 (HMAR30S10-30) didapatkan nilai KAO sebesar 5,55%, 5,60%, dan 5,33%.
References
A. Kavussi, M. Jalili Qazizadeh., and A. Hassani., 2015, Fatigue Behavior Analysis of Asphalt Mixes Containing Electric Arc Furnace (EAF) Steel Slag, Journal of Rehabilitation in Civil Engineering 3-1, 4, 74-86.
Amir Kavussi., and Morteza Jalili Qazizadeh., 2014, Fatigue characterization of asphalt mixes containing electric arc furnace (EAF) steel slag subjected to long term aging, Construction and Building Materials 72, 4, 158-166
Directorate General of Bina Marga, Ministry of Public Works 3rd Revision, 2010, Spesifikasi Umum Jalan dan Jembatan, Bina Marga.
G.Gunawan., Pantja Dharma Oetojo., Nanny Kusminingrum., and Tri Rahmawat, Leksminingsih., 2010 Pemanfaatan Slag Baja Untuk Teknologi Jalan yang Ramah Lingkungan (Utilization of Steel Slag for Environmentally Friendly Road Technology), Road and Bridge Research and Development Center.
Suherman., 2012, Kinerja Modulus Resilien dan Deformasi Permanen Dari Campuran Lapis Antara (AC-BC) Yang Menggunakan Material
Hasil Daur Ulang RAP (Resilient Modulus Performance and Permanent Deformation of Layer-Between Mixtures (AC-BC) Using RAP Recycled Materials), Jurnal Sains, Teknologi dan Industri Vol 10 No.1, 2, 51-58.
Kent R. Hansen, P.E., and Audrey Copeland, Ph.D., P.E., 2014, Asphalt Pavement Industry Survey on Recycled Materials and Warm-Mix Asphalt Usage "Information Series 138 (5th edition), National Asphalt Pavement Association 5100 Forbes Blvd. Lanham, MD 20706.
Suherman, 2012, Kinerja Modulus Resilien dan Deformasi Permanen Dari Campuran Lapis Antara (AC-BC) Yang Menggunakan Material Hasil Daur Ulang RAP (Resilient Modulus Performance and Permanent Deformation of Layer-Between Mixtures (AC-BC) Using RAP Recycled Materials), Jurnal Sains, Teknologi dan Industri Vol 10 No.1, 2, 51-58.