PERBANDINGAN TEBAL PERKERASAN JALAN KAKU DENGAN METODE PD-T-14-2003 DAN MDPJ 2017 (Studi Kasus Jl.Yos Sudarso, Kota Dumai)

Abstract

Road is Development of methods, especially road pavement in Indonesia, has changed over time. In case indicated by the emergence of a rigid pavement design guideline by the Ministry of Public Works namely the Bina Marga 2003 Method and MDPJ 2017. One of the basics of road pavement planning is road class, but there are frequent errors in the selection of methods that cause waste of budget use and even roads the built was damaged. Based on this, it is necessary to do a study of the correlation between the use of methods for road class. Based on the results of the analysis show that road pavement thickness design using the PD T-14-2003 method and MDPJ 2017 experienced had difference road pavement thickness, for secondary collector roads thicker than the secondary local road class. It can be concluded that the higher the road class the thicker the pavement thickness, while for using the method shows that using the MDPJ 2017 method will be thicker than the PD T 14-2003 method for the two road classes tested.

Planning of Rigid Pavement Thickness in The Construction of The Sp. Door - Sp. Benakat Penungkal Regency Abab Lematang Ilir

“…In this study using AASHTO 1993 (American Association of State Highway and Transportation Officials) and MDPJ 2017 (Pavement Design Manual) as methods to produce pavement thickness (Abdollahi et al, 2022;Moharekpour et al, 2022;Nasution et al, 2019;Syuhada et al, 2022). And able to be passed by ODOL (Over Dimension Over Load) vehicles on the design of rigid pavement (Rigid Pavement) in Penungkal Abab Lematang Ilir Regency.…”