SIFAT-SIFAT TEKNIS CAMPURAN LAPIS ASPAL BETON (LASTON) DAN BIO ASPAL UNTUK KATEGORI LALULINTAS MENENGAH DENGAN PENGUJIAN MARSHALL IMMERSION

One of the elements forming the pavement is asphalt. Asphalt in Indonesia usually use PT Pertamina�s asphalt who produced from crude oil through distillation process. Pavement increasingly growing rapidly, cause thought to reduce the use of asphalt PT Pertamina with the use of alternative bio-asph...

Full description

Bibliographic Details
Main Authors: , MOHAMMAD NUR FAUZY, , Ir. Heru Budi Utomo, MT.
Format: Thesis
Published: [Yogyakarta] : Universitas Gadjah Mada 2014
Subjects:
ETD
Description
Summary:One of the elements forming the pavement is asphalt. Asphalt in Indonesia usually use PT Pertamina�s asphalt who produced from crude oil through distillation process. Pavement increasingly growing rapidly, cause thought to reduce the use of asphalt PT Pertamina with the use of alternative bio-asphalt. Bio-asphalt produced from the distillation of liquid smoke. Liquid smoke is derived from the pyrolysis of oil palm shell. Asphalt mixing samples starting from 1% bio-asphalt mixing with asphalt PT Pertamina 99% up to 10% bio content of asphalt with each 1% interval. Asphalt that has been mixed phase testing is then performed penetration tests, density, melting point and ductility. The tests aim to get asphalt that meets the minimum limits of some of these tests and obtained the 1% bio-asphalt that meets the requirements. To find out what percentage of asphalt required on testing marshall immersion is used to find the optimum asphalt content. This test is made of asphalt content variation ranging from 4% - 7% with each interval and gained 0.5% bitumen content of 7% by looking at the value of VIM, VFA, stability, flow and marshall quotient (MQ) are eligible but ignores the value of VMA because there is no qualified. Testing marshall immersion as a test to obtain the value of residual resistance index is obtained from the value of the optimum asphalt content is expressed as a percentage of the value of bitumen contained in the test specimen and the asphalt is asphalt mixture with 1% percentage of bio-asphalt and asphalt PT Pertamina 99%. Pulverization carried 50 times for a number of traffic characteristics of the medium. The results stated residual value of resistance index (IKS) for 60.4% of the required minimum of � 75% that required further testing.