@thesis{thesis,
		author={Nasihah  Hikmatun},
		title ={Perencanaan Tebal Perkerasan Lentur (Flexible Pavement) dan Perkerasan Kaku (Rigid Pavement)},
		year={2021},
		url={http://eprints.polbeng.ac.id/1913/},
		abstract={Prof. M. Yamin street, Purnama District, West Dumai District is one of the infrastructures that will later be used as a liaison between Cut Nyak Dien which is the main road for the industrial area in West Dumai District, and Gatot Subroto, also an industrial area in South Dumai District. It is will built the flexible pavement. Therefore the purpose is to get the thickness of the pavement and the estimate of the engineer. This planning of road pavement by using the  Manual of Road Pavement Design (MDPJ 2017) methode. The results of this planning that the thickness of flexible pavement with LFA Class A 40 cm, AC-BC 6 cm, and AC-WC 4 cm. While the rigid pavement with Class A 12.5 cm, and Concrete Plate 20 cm and then the estimate of engineer as big as Rp 6.540.083.751 for flexible pavement and Rp 6.809.097.106.for rigid pavement.}
		}