Karakteristik Campuran Agregat Bergradasi Kasar dan Agregat Bergradasi halus pada Campuran AC-BC. (Mixed Characteristics of Coarse-Graded Aggregates and Fine-Graded Aggregates in AC-BC Mixtures).

Bramantio, Zeinvonda Ihza Yudho (2023) Karakteristik Campuran Agregat Bergradasi Kasar dan Agregat Bergradasi halus pada Campuran AC-BC. (Mixed Characteristics of Coarse-Graded Aggregates and Fine-Graded Aggregates in AC-BC Mixtures). Undergraduate thesis, Universitas 17 agustu 1945 Surabaya.

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Abstract

One of the things that can reduce road damage is by perfecting the use of road materials to match specifications. Aggregate gradation can be said to greatly affect paved mixtures because aggregate gradation serves to provide strength which ultimately affects stability in the mixture. The results of research on the characteristics of fine-graded AC-BC mixture marshall have been in accordance with the General Specifications of Highways Year 2010 in terms of melting (flow) for asphalt content of 4.5%, 5%, 5.5%, 6% and 6.5% respectively have results of 4.53 mm, 4.70 mm, 5.13 mm, 5.20 mm and 5.30 mm, the value of each asphalt grade is in accordance with the General Specifications of Highways Year 2010 with a minimum value of 3 mm. Judging from the stability for asphalt content of 4.5%, 5%, 5.5%, 6% and 6.5% respectively has a value of 2685.83 kg, 3352.20 kg, 3428.09 kg, 2946.14 kg and 2587.30 kg, these values are in accordance with the General Specifications of Highways Year 2010 with a minimum marshall stability value of 800 kg. Meanwhile, based on marshall testing of coarsely graded AC-BC mixture in accordance with the General Specifications of Highways in 2010 in terms of melting (flow) for asphalt content of 4%, 4.5%, 5%, 5.5% and 6% respectively has results of 4.07 mm, 4.23 mm, 4.53 mm, 4.63 mm and 4.77 mm, the value of each asphalt grade is in accordance with the Spesifikasi Umum Bina Marga 2010 with a minimum value of 3 mm. Judging from the stability for asphalt content of 4%, 4.5%, 5%, 5.5% and 6% respectively has a value of 2595.31 kg, 2897.22 kg, 3309.47 kg, 3092.88 kg and 2819.94 kg, these values are in accordance with the Spesifikasi Umum Bina Marga 2010 with a minimum marshall stability value of 800 kg. Keyword : Marshall, Road Pavement, Stability

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