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All Journal KERN DINTEK JURNAL TEKNIK SIPIL UNAYA COMSERVA: Jurnal Penelitian dan Pengabdian Masyarakat KERN : Jurnal Ilmiah Teknik Sipil Jurnal Teknik Sipil Macca Jurnal Indonesia Sosial Teknologi Journal of Innovative and Creativity
Juliet G. Metekohy
Program Studi Teknik Sipil Universitas Pattimura
Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Education Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Social Sciences Other

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Perencanaan Tebal Perkerasan Kaku Menggunakan Metode Manual Desain Perkerasan Jalan Tahun 2017 (Studi Kasus : Ruas Jalan Kampus Universitas Pattimura Ambon - Segmen 4 Sta 00+000 – 00+408) Indra Mayasari Hamim; Juliet G. Metekohy; M. R. Ayal
Journal of Innovative and Creativity Vol. 6 No. 1 (2026)
Publisher : Fakultas Ilmu Pendidikan Universitas Pahlawan Tuanku Tambusai

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Abstract

Pembangunan jalan di kampus UNPATTI digagas untuk memperbaiki kualitas jalan sekaligus sebagai salah satu bentuk peningkatan kualitas pada infrastruktur jalan di kampus UNPATTI. Tujuan dari perencanaan ini adalah menghitung tebal perkerasan kaku (Rigid Pavement) dengan menggunakan metode MDPJ 2017. Oleh karena itu dilakukan perencanaan ini meliputi survei lalu lintas dan mengetahui (California Bearing Ratio) CBR tanah dasar. Untuk merencanakan lapis perkerasan kaku (Rigid pavement) dibutuhkan data primer yaitu data LHR, data CBR, data Long Section, data Cross Section, dan data sekunder yaitu data peta lokasi. Berdasarkan hasil analisa didapatkan data LHR dari hari senin sebagai hari tersibuk yang melayani arus lalu-lintas, serta daya dukung tanah CBR hasil pengujian DCP sebesar 2,15%. Hasil dari perhitungan menggunakan metode MDPJ 2017 untuk ruas jalan depan pertigaan pujasera sampai ke Fakultas Teknik Geologi dengan panjang 408 meter, dari STA 00+000 – 00+408 dengan perincian tebal pelat beton 16 cm, lapis drainase 12,5 cm, lapis pondasi 15 cm, timbunan pilihan 15 cm.
Road Performance Analysis (Case Study: Jl. Kakialy Ambon City) Selly Metekohy; Juliet G. Metekohy
Jurnal Indonesia Sosial Teknologi Vol. 4 No. 8 (2023): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jist.v4i8.679

Abstract

The number of residents in Ambon City every year has increased, therefore the number of increases in vehicle volume is directly proportional to the number of population growth, and in line with the increasing problem of traffic congestion. One of the traffic jams that occur in Ambon City is on the Kakialy road, which is caused by side obstacles due to unattended vehicle parking on the road, especially during rush hour or peak hours (during school and after school or commuting and returning from work). The existence of community facilities such as shops, fast food areas, hotels, and residential areas is also one of the triggers for road body parking which causes congestion on the Kakialy road section. Therefore, this study was conducted to find out how the performance of the Kakialy road section during peak and normal hours. The method used is a descriptive survey that uses data collection techniques in the form of observation and documentation studies for the calculation of capacity and speed on urban roads using the Indonesian Road Capacity Manual (MKJI) method. The results of data analysis show that the capacity of peak hours at 12.00-13.00 WIT) is 18,721 junior high school/hour and normal hours at 16.00-17.00 WIT is 15,037.8 junior high school/hour, with a vehicle density value (DS) at peak hours of 0.59. The average side resistance data in peak hours has a weighted frequency of 366.6 SMP/hour so it belongs to the medium side resistance class (M), and the average side resistance in normal hours has a weighted frequency of 148.7 SMP/hour, including the low side resistance class (L). So that after going through the calculation analysis process, it is concluded that the vehicle density value (DS) at peak hours (12.00 – 13.00 WIT) is 0.59 and is categorized in Level Of Service (LOS) C which means medium performance. While the vehicle density value (DS) during normal hours (16.00 – 17.00 WIT) is 0.45 and is categorized in Level Of Service (LOS) B which means good performance.
Co-Authors Amaheka Amaheka Annisya Apriyanti Asri K. Patty Axyelando Calvin Risakotta Berry Dany Tamaela Feral F. Talaohu Fuad Hasan Ohorella Fuad. H. Ohorella Gresly Lehalima Heidy B. Latupeirissa Indra Mayasari Hamim M. R. Ayal Nurul Hidayah Adam Rahmat Harjiansyah S G M Amaheka S. G. Amaheka S.G.M Amaheka Sammy. G. M. Amaheka Selly Metekohy Theresia MCA Utami, Gati Sri