Abstract
Condition of damaged road on A.H.Nasution road to Padang Bulan Which appears: subtle fractures, wavy bits, and descending road surface. All of these are caused by resistance factors from road users that can have an adverse impact on the development of the surrounding area. This paper describes the planning of road surface thickness. Process this plan uses Hot Rolled Overlay Design for Indonesia(HRODI), where the method and outline of planning activities consist of: Data collection and data analysis. The results show that the thickness of the surface layer (ply adjacent) of the path obtained varying results, ranging from 3 cm, 7 cm to 9 cm are mixed HRS (Hot Rolled Sheet) and ATBL (Asphalt Treated Base Leveling).
Highlights
Condition of damaged road on A.H.Nasution road to Padang Bulan Which appears: subtle fractures, wavy bits, and descending road surface. All of these are caused by resistance factors from road users that can have an adverse impact on the development of the surrounding area
The results show that the thickness of the surface layer of the path obtained varying results, ranging from 3 cm, 7 cm to 9 cm are mixed HRS (Hot Rolled Sheet) and ATBL (Asphalt Treated Base Leveling)
The material used in the design of a new pavement with pavement Hot Rolled Overlay Design for Indonesia (HRODI) method is an additional layer construction of road pavement, which is Equipped with design data as follows: 1)
Summary
The material used in the design of a new pavement with pavement HRODI method is an additional layer construction of road pavement, which is Equipped with design data as follows: 1). All of the above design data are based on a survey result Along the A.H.Nasution road with a length of + 15 Km Types of pavement layers to be designed for additional layer thickness (overlay) With HRODI method is a mixture of hot rolled sheets asphalt type (HRS). This type of HRS is a mixture of aggregates and asphalt, where aggregate Dominated by filler material (aggregate pass sieve No 200). Describes the deflection graph of each point and path length
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