Audit Keselamatan Jalan Tol di Indonesia (Studi Kasus Jalan Tol Cikampek - Padalarang/Cipularang)

Karsaman, Rudy Hermawan

doi:10.5614/jts.2007.14.3.2

Cited by 3 publications

(4 citation statements)

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“…Ketentuan teknik, berupa kriteria dengan analisis dan asumsi terhadap tingkat kelelahan pengguna jalan untuk menentukan lokasi dan posisi yang ideal bagi pengadaan fasilitas rest-area pada jalan tol. (Marga, 1999;Karsaman, 2010;Pérez-Acebo & Romo-Martín, 2019 Berdasarkan hasil studi empiris, pada tabel 2, ada dua jenis potensi dampak negatif yang bisa terjadi jika pembangunan rest-area tidak dikendalikan. Pertama, dampak negatif jika tidak ada rest-area dapat mengancam keselamatan pengendara, akibat kelelahan berkendara yang terlalu lama tanpa beristirahat.…”

Section: Hasil Dan Pembahasanunclassified

“…Selain itu, jika terlalu banyak, restarea berdampak pada 3) operasional tidak efisien, merugikan secara ekonomi dan bisnis (jumlah permintaan dan pasokan tidak seimbang); 4) gangguan visual pada jalan tol akibat banyaknya jumlah penanda / rambu di tepi jalan tol di sekitar rest-area (Russel, 1986;Moughtin, 2007;Pratama, 2014 Hasil audit keselamatan pelayanan jalan tol di Indonesia disimpulkan terdapat 5 indikator pelayanan keselamatan atau 29% dari standar pelayanan minimal pada jalan tol di Indonesia yang selalu tidak dapat dipenuhi yaitu penanda/rambu, marka jalan, guide post, reflector, pagar rumija (guard rail), dan penerangan jalan umum. (Karsaman, 2010;Makmur & Rajagukguk, 2015). Daya tarik restarea berkorelasi tinggi dengan ragam aktivitas, wujud fisik dan lingkungannya (Purboyo & Santoso, 2016).…”

Section: Hasil Dan Pembahasanunclassified

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Prinsip Perencanaan dan Kriteria Pengendalian Pengembangan Fasilitas Rest-Area pada Jalan Tol di Indonesia

Laskara

2021

JP2WD

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Stopovers and relaxing facilities are important in intercity travel on toll roads. Long distances travel times in toll roads increase the supply and demand of these facilities in Indonesia. Not only the needs for refueling and resting, but also new support facilities demanded in rest area are often found, such as shopping, restaurant, worship place, and others. This phenomenon has attracted many investors to establish rest area with those complex facilities in term of business profit. To prevent negative impact of development and to protect main function of toll roads, this paper will discuss the planning and development control principles of rest areas located on toll roads in Indonesia. Analysis of components and criteria for rest areas on toll roads are generated by analyzing problems occurred. Site location, site area, accessibility, and main facilities specification are absolute factors, while zoning, circulation, road signage, and site utilities are conditional factors. The planning principles is to guarantee safety, security, and convenience of all activities in and around rest area and toll road. This research describes several criteria and components that should be controlled in order to achieve rest area planning principles that determined by qualitative methods.

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Section: Hasil Dan Pembahasanunclassified

Prinsip Perencanaan dan Kriteria Pengendalian Pengembangan Fasilitas Rest-Area pada Jalan Tol di Indonesia

Laskara

2021

JP2WD

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“…Some of the reviews that are done include reviewing images that come from design and implementation [8]. The sample is taken as a test on the results of construction and inspection of facilities and traffic management [11]. Therefore, re-analysis is carried out to determine a more precise slope reinforcement.…”

Section: Research Conducted Bymentioning

confidence: 99%

Repair Performance Landslide and Slope Using Bore pile and Ground Anchor on Cipali Toll Road Km 103

Akhmudiyanto

Rahardjo

Karlinasari

2021

UKaRsT

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One of the causes of on-road collapse slopes is traffic load. Slope failure by road loads usually occurs due to several factors such as soil type, rainfall, land use. This study aims to determine landslide and slope repair performance using bore pile and ground anchor on Cipali Toll Road KM 103. The research method used in this study is the Finite element method. In this research, data collection, modeling parameter determination, slope stability analysis, slope reinforcement analysis, and reinforcement design were carried out with variations in bore pile and ground anchor dimensions. The software program used is a finite element program in the form of PLAXIS to analyze slope stability and estimate the slope failure area. The result of the study is that the R-Value inter is 0.25 with a 1.0341 safety factor. Best repair performance obtained from the addition of reinforcement with ground anchor 2 layer on bore pile 2 with a distance of 2 meters increased the safety factor to 1,913; Borepile capacity calculation with the calculation of normal force and moment iteration, the largest occurs in the DPT (Retaining Wall) stage with a normal load of -37.9 and a moment force of -471.15 which is still able to be borne by bore pile 1. The result of this study is expected to be benchmark and repair material to improve slope stability at km 103 Tol Cipali

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“…Hal ini dilakukan karena jalan tol mempunyai resiko kecelakaan yang relatif lebih tinggi (Hanafi et al, 2020). Maka dari itu identifikasi persoalan keselamatan ini dilakukan pada tahap sedini mungkin untuk mengurangi biaya perancangan atau pembangunan kembali dan memastikan bahwa jalan tersebut dapat digunakan secara selamat sejak awal (Karsaman, 2010).…”

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Analisis Daerah Rawan Kecelakaan Pada Ruas Jalan Tol Becakayu Menggunakan Metode Equivalent Accident Number (Ean)

Tresna Aji,

Firdaus,

Sanggalangi

et al. 2024

j.keselam.transportasijalan

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The construction of the Becakayu toll road was intended to overcome the issue of traffic congestion by providing a connector between Bekasi and Jakarta. However, as the number of vehicles using this toll road continues to grow, there is a possibility of an increase in accidents. The data from 2019 to 2023 indicates that the number of accidents has increased every year, with 25 accidents resulting in 11 minor injuries reported in 2023. Therefore, it is crucial to analyze the accident prone area to map and reduce the risk of accidents. This study aims to identify the accident-prone areas on the Becakayu toll road using the Equivalent Accident Number (EAN) and Upper Control Limit (UCL) methods. The results indicate that the areas prone to accidents are at KM 10 on track A, and at KM 7 and 8 on track B.

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Audit Keselamatan Jalan Tol di Indonesia (Studi Kasus Jalan Tol Cikampek - Padalarang/Cipularang)

Cited by 3 publications

References 0 publications

Prinsip Perencanaan dan Kriteria Pengendalian Pengembangan Fasilitas Rest-Area pada Jalan Tol di Indonesia

Prinsip Perencanaan dan Kriteria Pengendalian Pengembangan Fasilitas Rest-Area pada Jalan Tol di Indonesia

Repair Performance Landslide and Slope Using Bore pile and Ground Anchor on Cipali Toll Road Km 103

Analisis Daerah Rawan Kecelakaan Pada Ruas Jalan Tol Becakayu Menggunakan Metode Equivalent Accident Number (Ean)

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