PERENCANAAN TEBAL PERKERASAN KAKU
(Studi Kasus: Pos Retribusi Terminal Angkutan Barang
Rawa Panjang)
Total View This Week0
Total View This Week0
Institusion
Politeknik Negeri Bengkalis
Author
Anand, Muhammad Rhestu
Subject
421 Teknik Sipil
Datestamp
2023-01-10 10:22:49
Abstract :
The Dumai City Government plans to build three retribution posts on entry and exit routes to Dumai City, one of which is located on Jalan Soekarno ? Hatta, Bukit Kayu Kapur Village. In this retribution post there will be postal buildings, parking lots, road pavements, and traffic circulation, the Dumai City Government's goal in building the retribution post is as a form of improving performance facilities and as a temporary stop for vehicles that will carry out the retribution process so that later no more vehicles stopping on the road. Based on the above problems, it is necessary to plan the thickness of the pavement in the area of the retribution post, considering that the vehicles that will pass the pavement in the area of the retribution post are vehicles that have a heavy load (overload), the pavement to be planned is rigid pavement. Based on the results of the calculation of LHR and CBR the existing condition was found to be 12% so that the thickness of the pavement design using the Pd T-14-2003 method was 250 mm with a budget of Rp. 2.635.389.673.
The Dumai City Government plans to build three retribution posts on entry and exit routes to Dumai City, one of which is located on Jalan Soekarno ? Hatta, Bukit Kayu Kapur Village. In this retribution post there will be postal buildings, parking lots, road pavements, and traffic circulation, the Dumai City Government's goal in building the retribution post is as a form of improving performance facilities and as a temporary stop for vehicles that will carry out the retribution process so that later no more vehicles stopping on the road. Based on the above problems, it is necessary to plan the thickness of the pavement in the area of the retribution post, considering that the vehicles that will pass the pavement in the area of the retribution post are vehicles that have a heavy load (overload), the pavement to be planned is rigid pavement. Based on the results of the calculation of LHR and CBR the existing condition was found to be 12% so that the thickness of the pavement design using the Pd T-14-2003 method was 250 mm with a budget of Rp. 2.635.389.673.
Download
book
BibTex
Latex, Jabref
cloud_download
Original Resource
url resource Institution
