Nency Dwi Kusanti, nency and ahmad herison, ahmad ANALISABEBANKENDARAANTERHADAPUMURSISAPERENCANAAN DI RUAS JALAN LINTAS PANTAI TIMUR SUMATERA (SUKADANA-MENGGALA). ANALISABEBANKENDARAANTERHADAPUMURSISAPERENCANAAN DI RUAS JALAN LINTAS PANTAI TIMUR SUMATERA (SUKADANA-MENGGALA). (Submitted)

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ANALISA BEBAN KENDARAAN TERHADAP UMUR SISA PERENCANAAN DI RUAS JALAN LINTAS PANTAI TIMUR SUMATERA_NENCY_AH.pdf

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Abstract

On the Cros E Shore Trans Sumatera Hwy (Sukadana-Menggala) of Lampung, passing vehicles sometimes do not match the maximum allowable load.Even though the existence of Integrated Checkpoints (PPT) in these area violations in the form of individual overloads often occur. This can directly affect the planned age of a planned road segment. This study aims to analyze the impact of vehicle overload and the degree of damage to the pavement structure. In this calculation, vehicle data obtained by DGH PU and vehicle overloading load data are found at integrated checkpoints (PPT). The method used is using the remaining pavement age formula planned [and how it affects the degree of damage to the road using an empirical formula depending on the class of road used. Analyzing the age of the pavement plan based on the cumulative ESAL results in each change in the weight of the vehicle load. Based on the evaluation results obtained, the calculation begins by assuming the vehicle does not experience excess or in other words the load is normal, and then compared with the calculation of the actual vehicle load based on data from PPT. From the analysis of the effect of vehicle load on decreasing the remaining life of the road at the Simpang Pematang’s PPT, it was found that the normal load age of the remaining pavement was 44.92%, then after calculations using actual field data the remaining pavement was 44.75 %. The conclusion is the reduction in the percentage of the remaining life of the road caused by overloading in the field so that it can accelerate damage to the road and certainly reduce the remaining life of the road planning itself.

Item Type: Article
Uncontrolled Keywords: beban berlebih, umur sisa jalan, derajat kerusakan jalan
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik (FT) > Prodi Teknik Sipil
Depositing User: AHMAD HERI
Date Deposited: 08 May 2019 07:08
Last Modified: 08 May 2019 07:08
URI: http://repository.lppm.unila.ac.id/id/eprint/11551

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