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All Journal Rancang Bangun Jurnal Keselamatan Transportasi Jalan (Indonesian Journal of Road Safety)
mirajhusnita, Isradias
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Automotive Engineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Mechanical Engineering Transportation

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Pengaruh Pengoperasian Jalan Tol Tegal-Pemalang Terhadap Kinerja Lalu Lintas Jalan Pantura Tegal-Pemalang Mirajhusnita, Isradias; Wilis, Galuh Renggani; Lathifah, Fita Ayunina
Jurnal Teknik Sipil : Rancang Bangun Vol 6, No 2 (2020): Oktober 2020
Publisher : Universitas Muhammadiyah Sorong

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (305.748 KB) | DOI: 10.33506/rb.v6i2.1139

Abstract

Jalan Tol Tegal-Pemalang direncanakan untuk mengurangi kemacetan di Jalan Pantura Tegal-Pemalang. Pembangunan Jalan Tol Tegal-Pemalang akan mempengaruhi kinerja lalu lintas di ruas Jalan Pantura Tegal-Pemalang. Oleh karena itu, dilakukan penelitian yang bertujuan untuk mengetahui seberapa besar dampak yang diakibatkan oleh pengoperasian jalan tol terhadap kinerja lalu lintas jalan pantura dengan membandingkan kinerja lalu lintas jalan pantura sebelum dan sesudah adanya jalan tol. Penelitian ini menggunakan data sekunder dan data primer. Metode yang digunakan adalah metode survei dengan mengumpulkan data di lapangan tentang kinerja lalu lintas jalan pantura sebelum dan sesudah adanya jalan tol kemudian menganalisisnya berdasarkan Manual Kapasitas Jalan Indonesia (MKJI) serta memprediksi pertumbuhan lalu lintas menggunakan Produk Domestik Regional Bruto (PDRB) menggunakan metode rumus bunga majemuk. Hasil penelitian ini menunjukan bahwa terjadi perubahan kinerja lalu lintas jalan pantura namun tidak signifikan. Menurut hasil analisis tingkat pelayaan sebelum adanya jalan tol memiliki nilai F pada semua ruas jalan yang menunjukan ruas jalan tersebut mengalami kepadatan arus yang tinggi sehingga sering terjadi kemacetan saat jam sibuk. Setelah dibangunnya jalan tol terjadi peningkatan tingkat pelayanan pada ruas jalan pantura dengan nilai E pada ruas jalan arah Tegal dan nilai D pada ruas jalan arah Pemalang. Sedangkan tingkat pertumbuhan lalu lintas jalan pantura selama 10 tahun mendatang mengalami peningkatan sebesar 4266,85 smp/jam arus lalu lintas arah Tegal dan 4135,21 smp/jam arus lalu lintas arah Pemalang.
Analisis Tingkat Pelayanan Jalan Dan Evaluasi Struktur Perkerasan Jalan Pada Jalan Semeru, Jalan Pancasila Dan Jalan Kolonel Sudiarto Mirajhusnita, Isradias; Ayu Nisya’ul Fitri, Ros; Yusuf , Muhammad; Yunus, Muhamad
Jurnal Keselamatan Transportasi Jalan (Indonesian Journal of Road Safety) Vol. 8 No. 2 (2021): JURNAL KESELAMATAN TRANSPORTASI JALAN (INDONESIAN JOURNAL OF ROAD SAFETY)
Publisher : PUSAT PENELITIAN DAN PENGABDIAN MASYARAKAT (P3M)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46447/ktj.v8i2.328

Abstract

Tegal city station which is in the center of Tegal city. Activities in and out of station visitors lead to a density of road capacity. As well as the smoothness of traffic also depends on the condition of the road pavement. This study aims to determine the level of road service and evaluation of road pavement thickness as well as to provide alternative ways of handling road problems on Jalan Semeru, Jalan Pancasila and Jalan Kolonel Sudiarto which are influenced by road users around the Kota Tegal station. The benefits of the research provide material for consideration of regional structuring policies and input data on road improvement planning for related agencies. The research method is qualitative, namely analyzing the level of road service with LOS calculations according to the 1997 Indonesian Road Capacity Manual and evaluating pavement thickness with CESA calculations according to the 2013 Road Pavement Design Manual. Data analysis was obtained from field measurements and traffic volume calculations. The results of the calculation of the analysis of the level of road service on Jalan Semeru, Jalan Pancasila and Jalan Kolonel Sudiarto are at service level C, namely stable current conditions with an average speed of 30 km / h due to side obstacles so that the driver has limitations in choosing speed, it is recommended to add and traffic sign confirmation. Evaluation of the structure of the pavement layer on Jalan Pancasila is adequate for the next 20 years of planning life. Meanwhile, Jalan Semeru with a length of 610 meters and a width of 550 meters as well as Jalan Kolonel Sudiarto with a length of 845 meters and a width of 700 meters need to be thickened with a layer of wear layer (AC-WC) with a thickness of 4 cm at a cost of Rp. 1,256,137,000.
Co-Authors Ayu Nisya’ul Fitri, Ros Galuh Renggani Wilis Lathifah, Fita Ayunina Muhamad Yunus Yusuf , Muhammad