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Louise Elizabeth
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Program Studi Teknik Sipil Fakultas Teknik UNIVERSITAS KRISTEN INDONESIA PAULUS GEDUNG H KAMPUS UKI-Paulus Makassar Jl. Perintis Kemerdekaan K.M. 13, Daya Kota Makassar, Provinsi Sulawesi Selatan 90245
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Paulus Civil Engineering Journal
Published by Universitas Kristen Indonesia Paulus
ISSN : 27758613     EISSN : 27754529     DOI : https://doi.org/10.52722/pcej
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
Paulus Civil Engineering Journal (PCEJ) is a civil engineering scientific journal publishes every four months, March, June, September, and December. The first volume of PCEJ was published in 2019 with the mission of being a pioneer in publishing information media on the development of Civil Engineering research in Indonesia. As a national media, PCEJ can accommodate the need for media to disseminate the latest information and developments for researchers and Civil Engineering practitioners in Indonesia. Journal published by the Civil Engineering Study Program, Faculty of Engineering, Universitas Kristen Indonesia Paulus in the Online Journal System (OJS). The scope of the Journal includes the following areas: Structure Water resources Transportation, Environmental Engineering, Construction Engineering Management Geotechnics as well as other fields of science related to these fields.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 803 Documents
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Perencanaan Rute AKDP Sebagai Moda Lanjutan Dari Pelabuhan Bakauheni Menuju Kawasan Wisata Pantai Di Kecamatan Kalianda Kabupaten Lampung Selatan Fathan Sandekala; Dessy Angga Afrianti; Yus Rizal
Paulus Civil Engineering Journal Vol. 8 No. 2 (2026): Paulus Civil Engineering Journal, Juni 2026
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/qkwq0e63

Abstract

Penelitian ini bertujuan merencanakan trayek Angkutan Antar Kota Dalam Provinsi (AKDP) sebagai moda transportasi lanjutan dari Pelabuhan Bakauheni menuju kawasan wisata pantai di Kecamatan Kalianda, Kabupaten Lampung Selatan. Metode yang digunakan adalah deskriptif kuantitatif dengan pengumpulan data primer melalui survei wawancara kepada 300 wisatawan, inventarisasi objek wisata, dan kondisi survei jalan. Hasil analisis menunjukkan tingginya permintaan potensial, di mana 84,7% responden tertarik menggunakan layanan angkutan tersebut. Berdasarkan kelayakan jalan, ditetapkan dua rute layanan dengan waktu antar kendaraan (headway) 10 menit. Kebutuhan armada untuk Rute 1 adalah 19 unit bus, sedangkan Rute 2 membutuhkan 24 unit bus. Perhitungan Biaya Operasional Kendaraan (BOK) ditambah margin keuntungan 10% menghasilkan tarif dasar yang proporsional antara Rp 7.178 hingga Rp 9.242 per penumpang sesuai jarak tempuh perjalanan. Implikasi dari perencanaan operasional ini diharapkan dapat secara signifikan meningkatkan aksesibilitas kawasan wisata, menekan ketergantungan pada kendaraan pribadi, serta mendorong pertumbuhan pariwisata dan ekonomi daerah secara berkelanjutan.
Kinerja Ruas Jalan Poros Sultan Alauddin Kabupaten Gowa Yeremia Risky Somba
Paulus Civil Engineering Journal Vol. 8 No. 2 (2026): Paulus Civil Engineering Journal, Juni 2026
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/rgmc6b33

Abstract

Sultan Alauddin street is an access that connects Makassar City and the border of Gowa City. There are also densely populated areas, several shops, offices, and other public facilities. This road section is also an alternative section for drivers of two-wheeled and four-wheeled motorized vehicles and more than 4 wheels who choose to use this access instead of toll roads. It is often seen that heavy vehicles are heading (from the direction of Gowa to Makassar), while the direction of traffic on the section reviewed is from the direction (Makassar to Gowa), especially during the hours of going to work / school, logistics distribution by heavy vehicles, with the presence of heavy vehicles has the potential to reduce the capacity of the section. Based on the core of the problems obtained, this study aims to determine what the influence of heavy vehicles passing on traffic performance on the Sultan Alauddin Highway section. Data obtained from observations and surveys of traffic flow in the field will be analyzed with the combination in the book Indonesia Highway Capacity Manual 2014. The degree of saturation (DJ) is the ratio of road to capacity, which is used as a determination of the level of road performance. The highest saturation degree value on Jalan Sultan Alauddin occurred on Monday, with a value of 0.92.. Data analysis of the level of service on Jalan Sultan Alauddin from the results is known to be the level of not maximum use of road sections for vehicles that park or stop on the shoulder of the road so that it can interfere and hamper the performance of road sections.
Pemanfaatan Batu Sungai Lariang Kabupaten Sigi Pada Campuran AC-WC Rafael Patiung
Paulus Civil Engineering Journal Vol. 8 No. 2 (2026): Paulus Civil Engineering Journal, Juni 2026
Publisher : Universitas Kristen Indonesia Paulus

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/p35fp463

Abstract

Around the Lariang River, South Kulawi District, Sigi Regency, there are many materials in the form of river stones that are only used by the community as house foundations, but it does not rule out the possibility that they can be used as asphalt mixture materials for highways. This study aims to determine the aggregate characteristics of the Budong-budong River and assess its feasibility in the AC-WC mixture based on the 2018 Bina Marga specifications. The research method involves laboratory testing of the characteristics of aggregates, asphalt, and fillers, as well as conventional Marshall and Marshall Immersion tests to assess the stability and durability of the mixture. The results showed that the Lariang River aggregate has characteristics that meet the 2018 Bina Marga standards, obtained a Stability value of 1571.17 kg, a flow value of 3.18 mm, a VIM value of 4.01%, a VMA value of 18.76%, a VFB value of 78.61% with Marshall Remaining (SMS) stability reaching 94.13% at an optimum asphalt content of 6.5%.

Page 81 of 81 | Total Record : 803

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