Perbandingan Rencana Anggaran Biaya
Perkerasan Kaku Dan Lentur
(Studi Kasus : Jl. Tanjung Kapal Munuju Darul Aman, Rupat)
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Institusion
Politeknik Negeri Bengkalis
Author
Saputra, Andika
Subject
421 Teknik Sipil
Datestamp
2022-12-15 11:01:05
Abstract :
The Tanjung Kapal road to Darul Aman is a road that connects the two villages. This road has pavement conditions that are no longer suitable for use because of damage. Therefore, the Bengkalis Regency Public Works Office included the road in the Special Allocation Fund program for the 2020 fiscal year with a rigid road pavement type. But the Ministry of Public Works and Public Housing wants LHR, data carrying capacity and DDT survey data to determine the type of pavement suitable for the road. To answer the problems mentioned above, and as an objective of this plan, it is necessary to plan the thickness of the road pavement using LHR data and basic soil carrying capacity data. On the other hand, a comparison of the draft budget is needed for the type of rigid and flexible pavement. Based on the results of planning with DDT and LHR data, the rigid pavement was obtained using the Pd T-14-2003 method with a thickness of 160 mm with an estimated cost of Rp. 13.197.690.000,00-. Then, the flexible pavement method of the 2017 Road Planning Design Manual is 100 mm thick with an estimated cost of Rp. 13.826.900.000.00-.
The Tanjung Kapal road to Darul Aman is a road that connects the two villages. This road has pavement conditions that are no longer suitable for use because of damage. Therefore, the Bengkalis Regency Public Works Office included the road in the Special Allocation Fund program for the 2020 fiscal year with a rigid road pavement type. But the Ministry of Public Works and Public Housing wants LHR, data carrying capacity and DDT survey data to determine the type of pavement suitable for the road. To answer the problems mentioned above, and as an objective of this plan, it is necessary to plan the thickness of the road pavement using LHR data and basic soil carrying capacity data. On the other hand, a comparison of the draft budget is needed for the type of rigid and flexible pavement. Based on the results of planning with DDT and LHR data, the rigid pavement was obtained using the Pd T-14-2003 method with a thickness of 160 mm with an estimated cost of Rp. 13.197.690.000,00-. Then, the flexible pavement method of the 2017 Road Planning Design Manual is 100 mm thick with an estimated cost of Rp. 13.826.900.000.00-.
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