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Ayu Chandra
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ayu.chandra21@gmail.com
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sentikuin@unitri.ac.id
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Fakultas Teknik, Universitas Tribhuwana Tunggadewi Malang Jl. Telaga Warna Blok C, Tlogomas, Malang 65144, Jawa Timur
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Kota malang,
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Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur)
Published by Universitas Tribhuwana Tunggadewi
ISSN : 26222744     EISSN : 26229730     DOI : -
Core Subject : Science, Engineering,
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Energy Engineering Industrial & Manufacturing Engineering
Proceeding Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur is a scientific conference proceeding that publishes articles in the field of Chemical Engineering, Civil Engineering, Industrial Technology, Environment and Infrastructure.
Arjuna Subject : Teknik (semua kategori) - Tenik Industri dan Manufaktur
Articles 57 Documents
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Search results for , issue "Vol 6 (2023): PROSIDING SENTIKUIN" : 57 Documents clear
Pengaruh Geometrik Jalan Terhadap Tingkat Kecelakaan Lalu Lintas Selen , Karolus; Pandulu , Galih Damar; 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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Abstract

The topographical conditions that are quite dangerous on the Bromo Highway section cause many sharp turns, uphill roads and downhill which are quite dangerous to pass. The lack of adequate road complementary facilities will have an impact on the risk of traffic accidents. The occurrence of traffic accidents in 2016-2021 on the Raya Bromo road section is one of the accidents that caused a lot of property losses and casualties. This study aims to determine how much influence road geometrics have on the level of traffic accidents, so that solutions are obtained to reduce the risk of accidents. Analysis of road geometrics using the 1997 TPGJAK standard, MKJI 1997 and Polynomial Regression Analysis. The results of the analysis using Polynomial Regression of the Horizontal and Vertical Alignment relationship to the EAN value, Side Free Area R² 57%, Finger Finger 27%, Degree of Curvature, 26%, Superelevation 36%, and slope R² 50.04%. Based on the results of the analysis, it is necessary to improve the Horizontal Alignment in existing conditions, namely PI1 (SS), PI2 (SS), PI3 (SS), PI4 (SS), PI5 (SS), PI6 (SS), PI7 (SS), PI8 (SCS), PI9 (SS), PI10 (SS), while for Vertical Alignment by changing the slope at points PIC-PI3 (12%), PII-PI9 (11%), and adding adequate road complementary facilities in accordance with technical specifications.
Pengaruh Aktivitas Pasar Wae Kesambi Terhadap Kinerja Ruas Jalan Batu Cermin Labuan Bajo, Kabupaten Manggarai Barat Hartutut , Awanda; 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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Abstract

Pasar wae kesambi is one of the traditional markets of the city of labuan bajo which is located on Jalan Batu Cermin, Batu Cermin sub-district, Komodo Kab.Manggarai Barat. Pasar wae kesambi is among the most crowded markets in labuan bajo, because the market is a meeting area between traders and bidders will negotiate trade in goods or services. This market can be said to be a people's market because it only sells the needs of the community. The high side obstacles every hour of this market affect the performance of road traffic and result in a decrease in speed and disruption of road user activities when crossing the Jalan Di Pasar Wae Kesambi Labuan Bajo, West Manggarai Regency. One of the problems that contribute to deepening the traffic situation, is the problem of side interference on road bodies with a lot of traffic flow. The purpose of this study is to understand how the ability of the mirror stone road section, the influence of side obstacles and how solutions to improve the ability of the road section. From the calculation of the study of the Indonesian Road Capacity guidelines obtained very high side obstacles (H) = 40,000 event weight. For the performance of the Jalan Batu Cermin section, it can meet the total traffic volume = 962,25 skr/h. The Jalan Batu Cermin road section is said to experience problems due to side obstacles with a degree of saturation capacity of 0.94 skr/hour.
Analisis Faktor Penyebab Kecelakaan Lalu Lintas Pada Ruas Jalan Gubuk Klakah (Studi Kasus: Jalan Gubuk Klakah-Objek Wisata Bromo, Kabupaten Malang) Rinse , Marta Yunita; Pandulu , Galih Damar; 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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Abstract

Traffic accidents Traffic accidents are very common and cause a lot of losses. As a result of traffic accidents in the form of damage to public facilities and fatalities. victims who died. The objectives of the research are to determine the factors that trigger accidents, to determine influence of driver behavior on accident rates, to find efforts to minimize the risk of accidents. minimize the risk of accidents. Therefore, the collection of secondary data and primary data in this study with interview techniques by distributing questionnaires and documentation tools. by distributing questionnaires and documentation tools. In this study, researchers used sampling and population methods using slovin formula. The population that the researcher will take is the people of Gubuk Village, Klakah. Klakah. Based on the results of data analysis, it can be concluded that factors that cause traffic accidents on the Gubuk Highway section Klakah-Objek Bromo Tourism is a human factor of 26.40%, the factor of road / natural conditions of 11.88%, and the factor of road / natural conditions of 11.88%. road / natural conditions by 11.88% and vehicle factors by 15.97%, the influence of vehicle driver behavior on the number of accidents and the number of accidents. influence of vehicle driver behavior on the number of accidents and The influence of vehicle driver behavior on the number of accidents and the involvement of accidents on the Gubuk Klakah-Objek Wisata Road Section. Bromo is on the human factor of 26.40% which is aged 36>45 by 29,2%. Alternative solutions that need to be done are additional improvements such as road improvements (road shoulders) and the addition of road facilities such as the addition of warning signs. addition of warning signs, so that road users can understand and not violate applicable regulations. and also not violate applicable regulations.
Simpang Tiga Tidak Bersinyal Evaluasi Kinerja Simpang Tiga Tak Bersinyal (Studi Kasus Jalan Tlogomas-Jalan Batu Permata Tlogomas Kota Malang) Bria, Mario Oktovianus; 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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Abstract

Intersection of Jalan Raya Tlogomas-Jalan Raya Batu Permai, Malang City is an unmanned intersection area that has a very large traffic volume and is passed by various types of transportation. There are often long queues of vehicles at the exit point of Batu Permai highway and vice versa, causing congestion on the highway, besides shops and housing that are too close to the road body. So the author chose the location, namely the Jalan Raya Tlogomas section of Malang City, at this intersection there is often congestion which results in the accumulation of vehicles on certain days or hours, it often results in delays, queues and congestion at intersections without a road at that location. The purpose of this study is to determine the existing conditions and performance at the intersection and get alternative solutions in solving the existing problems. The analysis used during this research is along with carrying out direct monitoring in the field and utilizing the Indonesian Road Capacity Manual (MKJI 1997). Based on the results of the analysis, it was found that the intersection capacity did not meet the requirements of MKJI 1997. With DS exceeding the limit along with Queuing Opportunity (QP) > 100%. The solution to be offered is the installation of traffic signs prohibited parking and right turns to prevent excessive delays on each road section so as to solve the case that occurs at the Tlogomas intersection in Malang City.
Evaluasi Kebutuhan Lahan Parkir Pasar Hewan Ketapang Kabupaten Sampang Royzikin, Ahmad; Pandulu, Galih Damar; Primasworo, Rifky Aldila
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

Ketapang Animal Market is one of the animal markets in Sampang Regency, which causes many people in the area and outside the area to carry out animal buying and selling transactions which results in an increase in the number of visitor vehicles going in and out of the market area at a certain time so that the available parking locations exceed capacity. Parking conditions in the market area are also irregular, indicated by violations, for example 2-wheeled or 4-wheeled vehicles parked on the shoulder of the road do not comply with the rules. Therefore, this analysis was carried out to meet the needs of parking areas in the market area. To find out, this is done by analyzing parking characteristics, the area of ​​parking requirements and side obstacles around the road to find out how high the value of side obstacles is on the shoulder of the road. The discussion results from this research show a high parking turnover rate, namely 6 vehicles/SRP, and a parking index >1, which means the capacity is smaller than required. The evaluation results are based on alternative angles, the 90° angle corresponds to an area of ​​830 m2 for two wheels and 4,015 m2 for four wheels. Side obstacles are categorized as High/T class with a value of 566.3/hour 777.425/hour, but after evaluating the frequency of occurrence The value obtained for side resistance is 457.55/hour, which is included in the medium class.
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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Abstract

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.
Perencanaan Dimensi Saluran Drainase Jalan Simpang Seputuk KTT KALTARA Sebagai Penunjang Kegiatan Penanggulangan Banjir (STA 200 - 4 + 400) Sulistyani, Kiki Frida; Rahma, Pamela Dinar; Sinambela, Despari
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

Drainage is one aspect that is meaningful in supporting the infrastructure of an area or region. This study aims to determine the existing condition of the channel and plan the dimensions of the drainage channel that can accommodate flood discharge. This research was carried out in several stages. The first stage, data collection in the form of secondary data, then in the second stage, data analysis is carried out, namely hydrological analysis and hydraulics analysis and the third stage is carried out planning channel dimensions with a trapezoidal cross section. From the results of the analysis and calculations, it was found that the flood discharge of the left segment channel was Qr5 th = 4.3359 - 25.6183 m3 / sec and Qr10 th = 4.9244 - 29.0951 m3 / sec and the flood discharge of the right segment channel Qr5 th = 3.9575 - 9.4389 m3 / sec and Qr10 th = 4.4946 - 10.7199 m3 / sec. In the dimensions of the drainage channel, the left segment has 7 channel segments with a cross-sectional width of the channel (B) = 3.50 m - 5.00 m and a channel depth (H) = 1.30 m - 2.80 m, while the right channel segment has 6 channel segments with a cross-sectional width of the channel (B) = 4.00 m - 5.00 m and channel depth (H) = 1.50 m - 3.00 m. Abstrak Drainase merupakan salah satu aspek yang berarti dalam mendukung infrastruktur suatu wilayah ataupun kawasan. Penelitian ini bertujuan untuk mengetahui kondisi eksisiting saluran dan merencanakan dimensi saluran drainase yang dapat menampung debit banjir. Penelitian ini dilakukan dalam beberapa tahapan. Tahapan pertama, pengumpulan data berupa data sekunder, kemudian pada tahap kedua, dilakukan analisis data yaitu analisis hidrologi dan analisis hidrolika dan tahap ketiga dilakukan perencanaan dimensi saluran dengan penampang berbentuk trapesium. Dari hasil analisis dan perhitungan didapatkan debir banjir saluran ruas kiri adalah Qr5 th = 4,3359 - 25,6183 m3/det dan Qr10 th = 4,9244 - 29,0951 m3/det dan debit banjir saluran ruas kanan Qr5 th = 3,9575 - 9.4389 m3/det dan Qr10 th = 4,4946 - 10,7199 m3/det. Pada dimensi saluran drainse ruas kiri memiliki 7 ruas saluran dengan lebar penampang saluran (B) = 3,50 m - 5,00 m dan kedalaman saluran (H) = 1,30 m - 2,80 m sedangkan pada ruas saluran kanan memiliki 6 ruas saluran dengan lebar penampang saluran (B) = 4,00 m - 5,00 m dan kedalaman saluran (H) = 1,50 m - 3,00 m.
Analisis Kinerja Simpang Tiga Tak Bersinyal (Studi Kasus: Jalan Karyawiguna - Jalan Akordion Barat - Jalan Sasando, Tunggulwulung, Loakwaru, Kota Malang) Pajangga , Indra Habaita; Arifianto , Andy Kristafi; Yurnalisdel, Yurnalisdel
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

Malang City has a dense population and affects vehicle mobility on the road, especially the intersection analyzed in this study is Jalan Karyawiguna-Jalan Akordion Barat-Jalan Sasando, Tunggulwulung, Lowokwaru, Malang City. At local road intersections without traffic signals, this often results in delays, queues and traffic jams. Fuel is wasted in traffic jams, which also contribute to air pollution, noise, and slowed movement of goods and services. This research method uses deductive-inductive qualitative research methodology. the research uses descriptive research type and determines the location. The results of the research found data in the field such as traffic volume surveys conducted using the average traffic survey method (LHR). The results of the study for 1 week the highest peak hour volume = 3024 skr / hour, capacity (C) = 2282 skr / hour, degree of saturation (DJ) = 1,3, exceeding the standard DJ value set in PKJI (DJ ˂ 0,85). Therefore, the traffic volume at this intersection is classified as level of service F (Very high) and has unstable flow characteristics.
Analisis dan Uji Eksperimen Kuat Lentur Balok Kayu Meranti dan Kayu Wadang Kabupaten Malang dengan Metode Laminasi Nono , Hendrikus Balsano; Wijaya , Handika Setya; Yurnalisdel, Yurnalisdel
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

The larger the local area, the more naturally wood is available as a construction material. Compared to other basic materials, wood is a lightweight material suitable for use with simple hardware. Wood can be used in construction. Flexural strength is a type of shaft that requires considerable consideration. The purpose of this study is to determine specifically the real properties, mechanical properties, and flexural strength of plywood (glulam), in meranti wood and wadang wood, which comes from the Malang Regime. Explicit gravity testing, flexural strength, and moisture content were all conducted. Glulam radiation was tested using Epoxy and Crona sticks. The analysis results show that meranti wood and wadang wood have typical air contents of 18% and 19% respectively and typical thicknesses of 0.69 (Ton/m3) and 0.37 (Ton/m3) respectively. Based on laboratory results, the typical thick flexural strength of meranti and wadang timber perfect beams is 61.72 MPa and 38.96 MPa. In meranti wood and wadang wood, the covering layer made with paste and glue with pegs usually has a flexural strength of 22.16 MPa and 24.16 MPa, respectively.
Analisis Kebutuhan dan Penataan Ruang Parkir Kendaraan Roda Dua (2) di Museum Peta Kota Blitar Benediktus Ogan, Ari; Primasworo, Rifky Aldila; Pandulu, Galih Damar
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 6 (2023): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

The Peta Monument in Blitar was built to commemorate the PETA (Defenders of the Fatherland) rebellion against the Japanese army on February 14, 1945 led by Soedanco Soepriyadi. The Peta monument is located on Jl. Sudanco Supriyadi, Bendogerit, Sananwetan sub-district, Blitar city, East Java 66133. The existence of the PETA Army Headquarters Area as one of Blitar City's cultural heritage assets. The main problem identified is that the parking lot has not been optimally utilized, there is no good and ideal parking plot marking as a parking area, especially for two-wheeled vehicles and four-wheeled vehicles and other vehicles visiting the Map Monument. An adequate parking lot is able to meet the capacity of the parking lot so that it can satisfy visitors visiting the Blitar Map Monument. The purpose of this study is to determine the prediction of vehicle parking, parking capacity, and parking space arrangement. The data used are primary data and secondary data. Where the results of the research of two-wheeled vehicle parking needs are 35 SRP, four-wheeled vehicles are 104 SRP and bus parking is 5 SRP. Therefore, parking arrangements are made to obtain the availability of parking for two-wheeled vehicles (motorbikes) 163 SRP with a parking angle of 90°, four-wheeled vehicles (cars) 104 SRP with a parking angle of 45°, and bus parking 5 SRP with a parking angle of 90°.

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