Pengaruh Variasi Suhu Perendaman Terhadap Nilai Stabilitas Marshall Pada Laston Campuran Panas Asphalt Concrete - Wearing Course (AC - WC) Dari Quarry Takari

SAMARA, Anggelina Lani (2023) Pengaruh Variasi Suhu Perendaman Terhadap Nilai Stabilitas Marshall Pada Laston Campuran Panas Asphalt Concrete - Wearing Course (AC - WC) Dari Quarry Takari. Undergraduate thesis, Universitas Katolik Widya Mandira Kupang.

	Text ABSTRAK.pdf Download (573kB)
	Text BAB I.pdf Download (344kB)
	Text BAB II.pdf Restricted to Repository staff only Download (442kB)
	Text BAB III.pdf Restricted to Repository staff only Download (210kB)
	Text BAB IV.pdf Restricted to Repository staff only Download (659kB)
	Text BAB V.pdf Download (188kB)

Abstract

Laston is a layer in highway construction consisting of a continuously graded mixture of hard asphalt and aggregate, mixed, spread and compacted in hot conditions and at a certain temperature. In order for a mixture of Laston to be resistant and durable, stability is needed. Stability is the ability of the road pavement to accept traffic loads without deformations such as waves, grooves and bleeding. The study was conducted to determine the effect of variations in immersion temperature on the Marshall stability value in the hot mixture AC – WC and through research in the laboratory referred to the requirements of the 2018 Revision 2 Highways Specifications. From the research results it is known that the variation of the Marshall immersion temperature of 60°C for 24 hours the stability value is 1116,8 kg and the flow value is 3,93 mm, for Marshall immersion temperature 65°C for 24 hours the stability value is 962,2 kg and flow value is 4,08 mm, and for Marshall immersion temperature 70°C for 24 hours the stability value is 784,6 kg and the flow value is 4,35 mm. It can be seen that the higher the immersion temperature, the stability value decreases while the flow value increases.

Actions (login required)

View Item