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Analisis Perkerasan Kaku (Rigid Pavement) pada Akses Jalan Lapangan Tembak Batalyon Armed 10 Kostrad Bogor – Jawa Barat De Jesus , Arcelia ; Arifianto, Andy Kristafi ; Rahma, Pamela Dinar
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 1 (2018): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Access Road for Shooting Field Armed Battalion 10 Kostrad Bogor is one of the special roads or primary local roads located in the Province of West Java, which connects the Battalion Headquarters with the training ground namely the shooting range. Damage to the road structure in general climbing and decreasing the original use of flexible pavement is no longer able to withstand traffic volume and load, so to overcome this feasible pavement on this road uses rigid pavement. The data needed is CBR data and daily traffic for planning. This writing aims to get a redesign of rigid pavement planning and road reinforcement that already exists with the method used is the Portland method (Bina Marga) which is based on Pd T-14-2003. From the results of data processing obtained traffic growth (5%), Daily Traffic Plan 580 vehicles / day for 1 lane 2 directions, subgrade CBR 4.5%, effective CBR 43%. Plate thickness at 22 cm pavement, percentage of fatigue damage (0% <100%), percentage of erosion damaged (10.80% <100%), thickness of foundation pavement used 10 cm Skinny Concrete Mixture. The connection uses dowel reinforcement ? 33 mm, length 450 mm, distance 300 mm. Tie bar uses ? 16 mm, length 700 mm, distance 750 mm. Wire mesh reinforcement ? 8 mm - 150 mm.    

Analisis Kinerja Simpang Tak Bersinyal Dengan Menggunakan Metode Gap Acceptance Dalam Upaya Mengatasi Kemacetan Sa’dillah, M.; Arifianto, Andy Kristafi; Pradiatmo, Elias
Rekayasa: Jurnal Teknik Sipil Vol 8, No 1 (2023): JURNAL REKAYASA TEKNIK SIPIL
Publisher : Universitas Madura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53712/rjrs.v8i1.2013

Simpang adalah pertemuan atau percabangan jalan baik sebidang maupun yang tak sebidang. Tujuan dari penelitian ini adalah Analisis Kinerja Simpang Tak Bersinyal Dengan Menggunakan Metode Gap Acceptance Dalam Upaya Mengatasi Kemacetan.” (Studi Kasus: Jalan Raya Bandulan–Jalan Raya Bandulan Barat–Jalan Raya Bandulan). Metoda yang digunakan adalah dengan melakukan pengumpulan data primer dan data sekunder, survey volume lalu lintas, survey observasi, serta survey hambatan samping. Dari hasil penelitian bahwa arus lalu lintas tertinggi terjadi pada hari Senin pada pukul 15.45-16.45. pada minggu pertama sebesar 9221 kend/jam atau 1566,3 smp/jam dengan kapasitas minggu pertama 2225,94 smp/jam dengan derajat kejenuhan 2,32.sedangkan mingggu kedua sebesar 8874 kend/jam atau 5109,6 smp/jam dengan kapasitas minggu pertama 3276,94 smp/jam dengan derajat kejenuhan 1,56. Dari nilai derajat kejenuhan dapat diketahui bahwa kinerja simpang ini tergolong kelas F, Dari hasil pengolahan data diperoleh nilai gap kritis pada Simpang Tak Bersinyal Jalan Raya Bandulan sebesar 13,5099 detik, pada pagi hari sedangkan nilai gap kritis pada siang hari sebesar 32,055 detik. melebihi nilai yang disyaratkan MKJI 0,75. Penanganan yang sesuai dengan kinerja simpang tersebut dalam menguraikan permasalahan kemacetan, kecelakaan dan kelancaran arus lalu lintas yaitu dengan memasang rambu lalu lintas, larangan angkutan kota untuk menaikan dan menurunkan penumpang disimpang dan sekitarnya, larangan parkir ataupun kegiatan komersial yang melebihi bahu jalan dan juga penempatan petugas dari DLLAJ (Dinas Lalu Lintas Angkutan Jalan) terutama pada jam puncak, Pelarangan belok kanan bagi arus kendaran dari jalan minor (Jalan Bandulan Barat) menuju jalan minor, pemasangan pulau jalan dan pelebaran geometrik dan merubah tipe jalan menjadi 342 U/D.

Pengaruh Kondisi Tanah Terhadap Kerusakan Jalan Menggunakan Metode (PCI) Tirto Rahhayu Landung Sari Desa Mulyoagung Kecamatan Dau Kabupaten Malang Sa’dillah, M.; Arifianto, Andy Kristafi; Reis, Jose A P Dos Reis A P Dos
Rekayasa: Jurnal Teknik Sipil Vol 6, No 2 (2021): JURNAL REKAYASA TEKNIK SIPIL
Publisher : Universitas Madura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53712/rjrs.v6i2.1448

Tanah adalah suatu himpunan mineral, bahan organik, dan endapan-endapan relatif lepas,salah satunya pada konstruksi jalan raya.tanah sebagai pondasi sangat berpengaruh terhadap kualitas pelayanan dan kondisi konstruksi jalan. Kondisi ini terjadi di Jalan Tirto Rahayu Landung Sari-Desa Mulyoagung Kecamatan Dau Kabupaten Malang yang merupakan obyek penelitian.Dari hasil penelitian yang dilakukan sepanjang 1000 m yang di bagi menjadi 200 m persegmen di Jalan Tirto Rahayu Landung Sari Desa Mulyoagung Kecamatan Dau Kabupaten Malang,kondisi jalan mengalami kerusakan.Hal ini dilihat dari kerusakan permukaan aspal yang terkelupas,retak, dan berlubang.Nilai rata-rata Pavement Condition Index (PCI) jalan Tirto Rahayu Landung Sari Desa Mulyoagung Kecanatan Dau Kabupaten Malang yaitu 44 Cukup (Fair),jenis tanah setelah di lakukan penelitian dan lolos ayakan 200 = 35% tanah berbutir sebagian besar lanau dan lempung.hasil analisa saringan lolos ayakan 200,20,dan 10 yaitu batu pecah,kerikil,dan pasir.hasil analisa kadar air rata-rata yaitu 54,05%,hasil rata-rata nilai plastisitas yaitu 1,1 % < 10 % sehingga rata-rata tingkat plastisitas segmen rendah dengan jenis tanah Lanau.hasil nilai rata-rata CBR dan DDT menggunakan alat DCP yaitu sebesar 2,43 % < 5 % dengan nilai DDT sebesar 3,36. jalan ini perlu dimasukan dalam program pemiliharaan secara berkala dan Pemilihan perkerasan dalam menggulangi kerusakan pada jalan ini yaitu menggunakan perkerasan lentur

Analisis Kinerja Simpang Tiga Tak Bersinyal (Studi Kasus: Jalan Yulius Usman- Jalan Sulawesi, Kota Malang) Ama, Ignasius Tamo; Arifianto, Andy Kristafi; Rahma, Pamela Dinar
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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The unsignalized triple intersection of yulius usman- sulawesi road in malang city has a high level of density. Therefore, the amount of traffic passing through this intersection has increased significantly, resulting in high congestion during peak hours due to the presence of Pertamina gas stations and nearby businesses. The purpose of this study was to identify the characteristics, performance, and projection of the intersection for the next five years. This study uses a quantitative research approach, which is a type of descriptive evaluative research with data collection that allows researchers to document actual events that occur, one of which is a traffic volume survey conducted using the average traffic survey method (LHR). The results of the research for one week showed a maximum peak hour volume of 1884 skr/hour, the highest capacity of 2383 skr/hour, and the highest degree of 0.79 resulting in level of service D (Medium) and meeting the required value DJ PKJI 2014, <0.85. Based on the prediction of the intersection performance five years ahead, DJ = 1.18 is greater than > 0.85. This indicates that the level of service is F (very high) which has characteristics of very high traffic density and low volume and experiences congestion for a long time.

Analisis Kecelakaan Lalu Lintas Di Jalan Panji Kabupaten Malang Jeharut, Valerianus; Rahma, Pamela Dinar; Arifianto, Andy Kristafi
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Kecelakaan lalu lintas merupakan kejadian yang sulit diprediksi kapan dan dimana terjadinya, tidak hanya trauma, cedera, ataupun kecacatan tetapi juga kematian. Kecelakaan di jalan raya dapat terjadi akibat sarana dan prasarana yang kurang memadai, faktor kurang hati hati pengemudi, pelanggaran peraturan lalu lintas, faktor kendaraan dan kondisi jalan. Jalan Panji menjadi daerah yang memiliki blackspot yang cukup tinggi dikarenakan sering terjadinya kecelakaan lalu lintas dan menimbulkan korban. Tujuan dari penelitian ini adalah untuk mengetahui karateristik lalu lintas,menganalisis daerah rawan kecelakaan dan dan altenatif penanganan kecelakaan. Metode yang digunakan dalam penelitian ini adalah metode EAN digunakan untuk menghitung angka kecelakaan setiap titik, BKA untuk mengidentifikasi batasan tingkat kecelakaan dengan nilai rata-rata seluruh angka kecelakaan yang terjadi, UCL untuk menentukan daerah rawan kecelakaan dengan tingkat per segmen/ blacksite sehingga diperoleh titik kecelakaan/blackspot. Kesimpulan dari penelitian ini kecelakan dari tahun 2017 sampai 2022, dengan jumlah kejadian yaitu 51 kejadian, kejadian terbesar tahun 2017 merupakan jumlah kecelakaan paling terbanyak dengan 17 kejadian, nilai EAN kritis, daerah rawan kecelakaan (Black Spot) pada ruas Jalan Panji yaitu pada : STA 0+000 - 0+500 , STA 1+500 - 2+000 , STA 2+000 - 2+300, (EAN > EANc = 96,48), Nilai Batas Kontrol Atas (EAN > BKA) = 115, Nilai Upper Control Limit (EAN > UCL) = 103, Dari hasil survei terdapat beberapa poin yang perlu perbaikan/perubahan penambahan tanda-tanda lalu lintas/marka jalan yang dilakukan secara kontinu menurut kebutuhan seperti penambahan rambu-rambu lalu lintas untuk mengiatkan pengendara lebih berhati-hati. Kata Kunci : Karateristik, analisis kecelakaan, Alternatif. Traffic accidents are events that are difficult to predict when and where they will occur, not only trauma, injury or disability but also death. Accidents on the highway can occur due to inadequate facilities and infrastructure, drivers being careless, violations of traffic regulations, vehicle factors and road conditions. Jalan Panji is an area that has quite a high number of black spots due to the frequent occurrence of traffic accidents and causing casualties. The aim of this research is to determine traffic characteristics, analyze accident-prone areas and alternative accident handling. The method used in this research is the EAN method used to calculate the number of accidents at each point, BKA to identify the limits of the accident level with the average value of all the number of accidents that occur, UCL to determine accident-prone areas at a level per segment/blacksite so that accident points are obtained. /blackspot. The conclusion of this research is that there were accidents from 2017 to 2022, with a total of 51 incidents, the largest incident in 2017 was the highest number of accidents with 17 incidents, the EAN value was critical, the accident-prone area (Black Spot) on the Jalan Panji section was at: STA 0+000 - 0+500 , STA 1+500 - 2+000 , STA 2+000 - 2+300, (EAN > EANc = 96.48), Upper Control Limit Value (EAN > BKA) = 115, Upper Value Control Limit (EAN > UCL) = 103, From the survey results there are several points that need improvement/changes, adding traffic signs/road markings which are carried out continuously according to needs, such as adding traffic signs to encourage drivers to be more careful . Keywords: Characteristics, accident analysis, alternatives.

Analisis Kinerja Lalu Lintas Simpang Empat Tak Bersinyal di Jalan Raya Kepuharjo – Jalan Balai Desa Kepuharjo – Jalan Pertamanan Kecamatan Karangploso, Kabupaten Malang Valdi, Didimus; Arifianto, Andy Kristafi; Rahma, Pamela Dinar
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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At intersections there is often a conflict between opposing traffic flows and cutting each other off. One of the intersections that has a high level of congestion is the four unsignalized intersection at Jalan Raya Kepuharjo - Jalan Balai Desa Kepuharjo - Jalan Pertamanan Karangploso District Malang Regency. This study aims to determine the performance, and level of service at four unsignalized intersections on Jalan Raya Kepuharjo - Jalan Balai Desa Kepuharjo - Jalan Pertamanan Karangploso District, Malang Regency. This research uses quantitative and descriptive research types that are guided by PKJI 2014. The results of the study obtained the intersection performance obtained the results of the intersection capacity (C) of 26143 skr / hour, with a degree of saturation (DS) of 0.49, intersection delay (T) of 22.76 sec / sr and queuing opportunities that occur are 40.17% - 79.5%. The level of service obtained results of 0.49, with these results obtained the standard level of service type C (stable flow, increasingly limited speed), for the prediction of the level of service in the next five years DS 0.52, for the level of service C (stable flow, increasingly limited speed).

Analisis Simpang Tiga Bersinyal Pada Jl. Kebonsari - Jl. Satsui Tubun - Jl. Sudanco Supriadi, Kota Malang Dhena, Elvianus Venansius; Arifianto, Andy Kristafi; Oktaviastuti, Blima
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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This research focuses on the performance analysis of a signalized intersection located at the crossing of Jalan Sudanco Supriadi and Jalan Satsui Tubun in Malang City. Involving two or more intersecting roads, this intersection is the center of attention regarding its capacity changes, which can create challenges in terms of traffic, accidents, and congestion. The main objective of this study is to evaluate the performance of the intersection during the observation period and project the performance five years into the future. The research design in this study uses quantitative with descriptive research type. This research will analyze data related to traffic volume, capacity, saturation level, cycle delay time, green time, and vehicle queuing. The results concluded that the intersection has a road width of 11 m with two two-way lanes and a 1 m wide road shoulder. The vehicle volume reached 2628.45 skr/hour, while the capacity of the north, east, and south directions were 1,065.84 skr/hour, 997.79 skr/hour, and 886.61 skr/hour, respectively. The saturation level on the north approach is 1.059, east 0.721, and south 1.154. The delay value reaches 194.397 seconds/skr, with an adjusted cycle time of 77 seconds. The queuing opportunities on the north, east, and south approaches are 382 m, 58 m, and 371 m, respectively. This intersection is predicted to experience heavy traffic flow in the next five years, as a result of the estimated traffic volumes. This research provides an in-depth understanding of the traffic problems at the intersection and is expected to provide useful solutions for drivers who frequently cross the intersection of Jalan Sudanco Supriadi and Jalan Satsui Tubun in Malang City.

Analisa Pemilihan Moda Angkutan Antara Angkutan Online dan Angkutan Konvensional (Studi Kasus Angkot Trayek LDG) Jehamin, Artoldus; Arifianto, Andy Kristafi; Oktaviastuti, Blima
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Respondents' choice of the means of transportation they use to get there is based on its reliability, safety, and comfort. In Malang City, especially in LDG, where internet travel is more common than traditional travel, this is a major cause of transportation problems. The impact can be seen in the decline in users of conventional transportation because people prefer the comfort and convenience offered by online transportation. Knowing what characteristics online and traditional transportation users on the LDG route in the city of Malang have is the aim of this research. This type of descriptive research uses a quantitative research design. The client statistical index (CSI) approach, with the help of SPSS 25 software, was used for data analysis in this research. The survey was carried out by distributing questionnaires to 50 online transportation respondents and 50 conventional transportation respondents, containing the characteristics of travellers based on age group, gender, job group, and income group. The results of this research are the characteristics of travellers at a percentage of 54% with age <26 years choosing online transportation, gender with a percentage of men 80% women 20%, occupational group at a percentage of 34% choosing online transportation, and income group 1,000,000-2,500. 000 at a percentage of 44% choosing online transportation. Following that, 54% of respondents over 25 years old chose conventional transportation, then 54% of men and 46% of women. Teachers made up 22% of the occupational group that chose conventional transportation, and 44% of respondents in the $1,000,000 to $2,500,000 income group chose conventional transportation.

Analisis Kinerja Simpang Empat Bersinyal Pada Jalan Raya Pendem Menggukan PTV Vissim Mendonca, Natalino; Oktaviastuti, Blima; Arifianto, Andy Kristafi
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Transportation facilities play an important role in human life. The existence of human interests that always require mobilization to support activities in daily life, makes it inseparable from transportation, especially roads. Therefore, the road is the easiest means of transportation to move from one place to another. The existence of diverse activities has an effect on increasing transportation needs which results in various problems. In the development process, cities are strategic locations for the creation of population growth rates. In Malang City, many people come for shopping, school, and work. This makes the government continue to develop its territory accompanied by various problems that are increasing every year, especially road transportation problems. Some of these problems include traffic congestion. Based on this background, this study aims to determine the performance of the four-signal intersection on Pendem Street, Malang District. The research design in this study uses quantitative methods with descriptive research types. Based on the results of the research, the results of the performance of the four-signal intersection include: (1) Traffic volume of the West arm 680.45, North 106.55, South 421.2, and East 721.5; (2) Capacity (C) of the North arm 266.4, East 280.4, South 210.3, and West 280.4; (3) Degree of saturation of the West arm 2.426, North 0.399, South 2.002, and East 2.573; (4) Queue length of the West arm 152.52, North 3.94, East 125.72, and South 93.69; (5) West arm stalled vehicle ratio 1.360, North 2.027, South 2.686, and East 1.781; (6) Intersection average delay 299; (7) Intersection road level of service F (very bad); (8) Data analysis using PTV Vissim obtained the level of service on the West arm F (very bad), North B (good), East E (bad), and South F (very bad).

Evaluasi Perparkiran Dibadan Jalan (On Street Parking) Terhadap Kinerja Jalan Dikawasan Jl. Agus Salim Kota Malang Tonsa , Samuel; Arifianto, Andy Kristafi; Rahma , Pamela Dinar
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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On-street parking in Malang City still causes many complicated problems in structuring parking on the road, this is because there are still many illegal parking attendants. In addition to management problems, parking on the road also causes traffic problems as seen from the many traffic jams caused by parking vehicles that take up the road. So this research with the title Evaluation of on-street parking on road performance in the area Jalan Agus Salim Malang City. Researchers aim to analyze the problems in on-street parking on the performance of Jalan Agus Salim Malang City. This paper is analyzed using the Directorate General of Land Transportation, which includes various parking features, among others: parking volume, parking accumulation, parking capacity, parking index, parking turnover, parking duration. From the results of the analysis using research data obtained from observations and data collection for one week, the authors can draw the following conclusions: (1) Parking needs on Jalan Agus Salim, Malang City, namely for the need for two-wheeled vehicle parking lots require 5074 parking plots/day, and for four-wheeled parking needs require 1342 parking plots/day, and (2) Provision of existing parking plots for two-wheeled 167 parking plots and for four-wheeled 33 parking plots, so the need for plots exceeds the existing provision.

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