Perbandingan Tebal Perkerasan Kaku Dengan Metode Bina Marga 2003 Dan 2017 (Studi Kasus : Jalan Kelemantan-Sekodi)

Abstract

Kelemantan Village Road to Sekodi currently consists of flexible pavement and rigid pavement. Road conditions at the moment are arguably inadequate, this is due to the condition of rigid pavement that has been damaged. It is not known the exact cause of the damage to the road, for this reason it is re-planned and calculates the amount of the budget plan from planning calculations. The calculation of the thickness of the rigid pavement design used in the case study of the connecting road of Kelemantan Village to Sekodi is the planning of pavement thickness with the method of Bina Marga 2003 and Pavement Design Manual Revised June 2017. The difference between these two methods is the vehicle load. After the results of the calculation of the thickness of the rigid pavement is obtained from the method of Bina Marga 2003 and the Revised Pavement Design Manual for June 2017, it will be known that the thickness of rigid pavement for construction of 2003 is 195 mm and the June 2017 Revised Pavement Manual is 200 mm. And the results of the total budget plan cost for Bina Marga 2003 is 19,006,700,000 rupiah (rounded) and for Pavement Design Manual Revised June 2017 the total budget plan costs 18,464,500,000 rupiah.