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All Journal Paulus Civil Engineering Journal
Monalisa Bumbungan
Universitas Kristen Indonesia Paulus
Civil Engineering, Building, Construction & Architecture Transportation

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Alternative Pavement Planning for Maros – Ujung Lamuru Road with the 2013 Bina Marga Method Monalisa Bumbungan
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (274.721 KB) | DOI: 10.52722/pcej.v3i2.255

Abstract

This study aims to obtain the thickness of the flexible pavement (Flexible Pavement) from the Bina Marga 2013 method. The Bina Marga 2013 method is a method designed by the Directorate General of Highways, Ministry of Public Works. The change in the Bina Marga method to the Bina Marga 2013 method is intended to make the road pavement plan last longer. The Maros-Ujung Lamuru road section previously had a pavement layer where the old planning used the Component Analysis method and the author planned using the 2013 Bina Marga method.From the results of calculating the pavement thickness planning for the Maros - Ujung Lamuru section, segment 9 needs an increase in LPB 150 mm or 15 cm thick because the CBR value of the ground is low. Pavement thickness using the Bina Marga 2013 method is more economical and has a longer plan life than the Component Analysis method.
Analisis Kerusakan Jalan dan Penanganan Pada Ruas Jalan Sullukan – Tandung Kabupaten Toraja Utara Valentino Tandiongan; Benyamin Tanan; Monalisa Bumbungan
Paulus Civil Engineering Journal Vol 5 No 2 (2023): Paulus Civil Engineering Journal, Volume 5, No.2
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i2.632

Abstract

This research was conducted on the Sullukan – Tandung road North Toraja Utara Regency with a total length of 1 km with a road witdh of 3 m, the road section is divide into 10 segments. The aim of the research is to identify and analyze the level of damage and how to handle it. This research method is to carry out measurements for each type of damage, and calculate the volume of vehicle traffic. How to analyze the level of damage using the PCI method and handling damage refers to the method of highways. The results of this study using the PCI method amounted to 58.4% in the good category (Good). Handling types of damage to the Sullukan – Tandung road section North Toraja Regency such as : Laburan asphalt (BURAS), Thin layer of sand asphalt (LATASIR), One layer asphalt layer (BURTU), Two layer stone laburan (BURDA), and repair of thick layers of road pavement on severely damaged segments.
Kinerja Angkutan Umum Penumpang Dalam Kota Makale, Tana Toraja Monalisa Bumbungan; Rais Rachman; Frengki Demmangngaya Timbang
Paulus Civil Engineering Journal Vol 5 No 3 (2023): Paulus Civil Engineering Journal Volume 5, No.3
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v5i3.708

Abstract

The research project attempts to assess the degree of service offered by public transportation in Makale City, Tana Toraja, as well as the load factor of passenger public transportation. Through the utilization of the Ms Excel software and the implementation of a weighting technique to assess the effectiveness of public transportation, the subsequent discoveries were derived from the data analysis: The average load factor of public transportation passengers in Makale City, Tana Toraja Regency is below 70.0%, with an average of 27.0% falling into the good category. The analysis of data using the weighting method revealed that the Makale City route in Tana Toraja Regency has an average travel time of 4 minutes per kilometer, which is considered good. The Average Headway, at 3.5 minutes, also falls into the good category. The Average Travel Speed is 15 km/h, classified as good. The Service Time, amounting to 14 hours, falls into the medium category. Additionally, the average frequency is 22 units, categorized as good. The number of operating vehicles is 145 units, also considered good. Finally, the average waiting time is 1.5 minutes, indicating good performance. In conclusion, the overall transportation performance is categorized as good.
Co-Authors Benyamin Tanan Frengki Demmangngaya Timbang Rais Rachman Valentino Tandiongan