A PERENCANAAN TEBAL LAPISAN PERKERASAN LENTUR DENGAN METODE BINA MARGA 2017 DAN AASHTO 1993 PADA PROYEK PENINGKATAN JALAN NGAWENAN – PASAR SORE – TEMENGENG – GUBUG PAYUNG, SAMBONG, BLORA

Subcase : ngawenan, pasar sore , temengeng , gubug payung , kec. sambong , kab.blora

Abstract

The smooth flow of traffic will greatly support the economic development of an area such as Blora Regency, especially on Jalan Ngawenan - Pasar Sore - Temengeng - Gubug Payung, Sambong District, Blora Regency. This study aims to determine the parameters of construction improvements on Jalan Ngawenan – Pasar Sore – Temengeng – Gubug Payung , Sambong District, Blora Regency Sta. 00+000 – St. 2+671. The parameters referred to in this case include pavement thickness. The method used is the 2017 Bina Marga Method and the 1993 AASHTO Method for pavements. Based on the calculations that have been carried out, the results are obtained in the 2017 Highways Method for the Surface Layer with a thickness of 10 cm and the Class A Aggregate Foundation Layer with a thickness of 40 cm. Whereas in the 1993 AASHTO method, namely the Surface Layer with a thickness of 16.69 cm, the Class A Foundation Layer with a thickness of 8.84 cm, and the Class B Foundation Layer with a thickness of 21.40 cm. And in the Field Method, namely the Surface Layer with a thickness of 9 cm, Class A foundation layer with a thickness of 20 cm, and Class B foundation layer with a thickness of 20 cm.