ANALISIS PENGARUH OVERLOADING KENDARAAN TERHADAP SISA UMUR RENCANA JALAN MENGGUNAKAN STRUKTUR FLEXIBLE PAVEMENT DENGAN METODE AASHTO 1993 (STUDI KASUS JALAN LINGKAR TIMUR SIDOARJO STA 2+200 – STA 7+600)

Putri, Shafira Amalia (2024) ANALISIS PENGARUH OVERLOADING KENDARAAN TERHADAP SISA UMUR RENCANA JALAN MENGGUNAKAN STRUKTUR FLEXIBLE PAVEMENT DENGAN METODE AASHTO 1993 (STUDI KASUS JALAN LINGKAR TIMUR SIDOARJO STA 2+200 – STA 7+600). Undergraduate thesis, UPN "Veteran" Jawa Timur.

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Abstract

Sidoarjo East Ring Road is one of the roads in Sidoarjo. There are industrial warehouses along its length, which are the main route for heavy vehicles, such as trucks carrying goods with large loads. This condition affects the planned road pavement. This can be seen from potholes and bumpy roads that disturb traffic users. Therefore, this research needs to be carried out to find out how much influence overloading has on reducing the design life of the road. This research uses AASHTO 1993 guidelines. There are two types of data: secondary data in the form of average daily traffic (LHR) and data on vehicle loads crossing the Sidoarjo East Ring Road and primary data in the form of average daily traffic (LHR). This research will be carried out with two different load assumptions. First, all vehicles are estimated to have standard axle loads according to the plan. Second, goods transport vehicles will be calculated by adding the excess load recorded at the East Java Class II Land Transportation Management Agency. The ESAL value, W18 value, truck factor value, and remaining life of the planned road can be calculated from the data obtained. Based on the data analysis that has been carried out, the standard ΣW18 values ​​are 471678.71 to 3467360.95, and the ΣW18 overload in 2021 is 626066.63 to 4625156.45. If the truck factor value is >1, the Sidoarjo East Ring Road section is overloaded due to heavy vehicles. The percentage value of the remaining life due to LHR and excess load is 8%, and in an overload condition, there is a reduction in the design life of the road by 0.9 years from the design age of 5 years, where the design life of the road will end in 2025, the 1st month since the road opened in in 2021.

Item Type: Thesis (Undergraduate)
Contributors:
ContributionContributorsNIDN/NIDKEmail
Thesis advisorSholichin, IbnuNIDN0718097102UNSPECIFIED
Thesis advisorFatikasari, Aulia DewiNIDN0008109802UNSPECIFIED
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Departement of Civil Engineering
Depositing User: shafira amalia putri
Date Deposited: 10 Dec 2024 02:53
Last Modified: 10 Dec 2024 02:53
URI: https://repository.upnjatim.ac.id/id/eprint/27070

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