Analisa Pengaruh Beban Kendaraan Terhadap Kerusakan dan Umur Rencana Jalan

The Km-18 of Padang Bypass Road is an Arterial road class III-A. This burdened by heavy vehicles which carrying loads that exceed the permitted capacity. activity can lead to damage and a reduction in life. study aims analyze effect traffic capacity on conditions, including remaining life pavement degree damage. primary data used conditions such as discharge surface grains, potholes, grooves. Secondary form LHR for 2017 2018, also, vehicle weight obtained from P2JN West Sumatra Province. analytical approach uses 1993 AASHTO method cumulative analysis 10-year ESAL plan, design flexible pavement. result this indicates has decreased 7.58% its 2020. plan value 70,792,016.05 overloading 192,394,000.9. Truck factor (TF) normal condition 0.8176692, but condition, it 6.1375255. predicted be ended year 4 (in 2024), although planned end 2027.