Evaluation of Physical Properties and Temperature Susceptibility of 60/70 Asphalt Binder

Yayan Adi Saputro

doi:10.55927/ijis.v5i3.16

Authors

Yayan Adi Saputro Universitas Islam Nahdlatul Ulama Jepara

DOI:

https://doi.org/10.55927/ijis.v5i3.16

Keywords:

Asphalt Binder, Penetration, Physical Properties, Temperature Susceptibility, Pavement Materials

Abstract

This study evaluates the physical characteristics and performance classification of asphalt binder used in asphalt concrete applications through standard laboratory testing. The objective of this research is to identify the consistency, density, temperature susceptibility, and deformation resistance of the asphalt binder in accordance with relevant national standards. The methodology involved penetration, specific gravity, softening point, penetration index, and ductility tests conducted under controlled laboratory conditions. The results indicate that the asphalt binder has an average penetration value of 67 (0.1 mm), classifying it as 60/70 penetration-grade asphalt, and an average specific gravity of 1.03, satisfying specification requirements. The average softening point of 48.5°C suggests moderate temperature susceptibility, supported by a penetration index value of –0.90. The asphalt binder also demonstrates good elastic performance, with an average ductility value of 101 cm. Overall, the asphalt binder largely meets the requirements for conventional asphalt concrete applications, although performance at elevated temperatures may be a limiting factor. These findings highlight the importance of comprehensive binder characterization to ensure pavement durability, particularly under tropical climate conditions

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