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All Journal Jurnal Ilmiah Desain & Konstruksi Jurnal Teknik Sipil dan Perencanaan Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Rekayasa Sipil REKAYASA Fondasi: Jurnal Teknik Sipil Bangunan Journal of Development Research Al Tijarah Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Jurnal Qua Teknika Inersia : Jurnal Teknik Sipil Publikasi Riset Orientasi Teknik Sipil (Proteksi) Journal Innovation of Civil Engineering (JICE) Rekayasa: Jurnal Teknik Sipil Jurnal Pengabdian Kepada Masyarakat Patikala Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Formosa Journal of Applied Sciences (FJAS)
Oktaviastuti, Blima
Universitas Tribhuwana Tunggadewi
Agriculture, Biological Sciences & Forestry Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Library & Information Science Physics Social Sciences Transportation

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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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Abstract

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 Bangkitan Pada Ruas Jalan Pasca Pembangunanan Apartemen Begawan Di Jl. Raya Tlogomas, Kota Malang Ndapakamang, Aronot Delta; Yurnalisdel, Yurnalisdel; 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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Abstract

Transportation plays an important role in people's lives because it can facilitate daily activities. The existence of transportation can connect one area with another. Roads are very important traffic facilities for community mobilization. One part of the road infrastructure is the intersection, which is the meeting point of each road section. This can make the performance of an intersection affect the performance of the road section as a whole. The purpose of this study is to determine traffic generation, road section performance, and analyze the volume of traffic flow in the next 5 years on the tlogomas road section. This is due to the high volume of vehicles on Jalan Raya Tlogomas which often causes congestion. From these problems, it is necessary to study the performance of Jalan Raya Tlogomas by calculating traffic volume, capacity and degree of saturation. The existing road at the research location has a road body width of 9 m, namely with 2 two-way lanes so that each lane is 4.5m and a 1.00-m road shoulder. In this study the data taken is the volume of movement generation in the Begawan apartment which amounted to 704-units and 868-units of vehicles, the volume performance of the tlogomas road section which shows that the peak hour on Friday, June 30, 2023 (Dinoyo -Batu) at 07:00-08:00 and (Batu-Dinoyo) at 13:00-14:00. Based on the results of the calculation obtained the total flow of 89359 smp / hour, the capacity value (C) 2599 skr / hour and the degree of saturation (DJ) 2.25 has exceeded the DJ value required in PKJI 2014 which is DJ≥1.00 and the level of service is F (Very Bad).
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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Abstract

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).
KUAT TEKAN LIMBAH PECAHAN MARMER SEBAGAI PENGGANTI AGREGAT KASAR PADA PERKERASAN KAKU Korneliya Lidya; Blima Oktaviastuti; M Sa&#039;dillah
Jurnal Ilmiah Desain & Konstruksi Vol 23, No 2 (2024)
Publisher : Universitas Gunadarma

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35760/dk.2024.v23i2.12099

Abstract

Permintaan marmer yang banyak mengakibatkan produksi marmer semakin berlimpah dan limbah buangannya semakin menumpuk jika tidak segera ditangani maka akan menyebabkan masalah lingkungan. Penelitian ini bertujuan untuk mengetahui pengaruh digunakannya limbah pecahan marmer untuk menggantikan agregat kasar pada nilai kuat tekan umur 7 hari dan 28 hari. Limbah pecahan marmer diperoleh dari Kabupaten Tulungagung, Jawa Timur. Pada penelitian ini penulis menggunakan rancangan penelitian kuantitatif dengan jenis penelitian ekperimental. Benda uji kuat tekan yang digunakan berbentuk silinder berukuran 15 cm x 30 cm dengan kuat tekan rencana (fc' = 21,7 MPa). Hasil pengujian kuat tekan umur 7 hari pada masing-masing persentase 0%, 15%, 25% dan 35% berturut-turut 13,06 MPa; 10,42 MPa; 15,60 MPa; dan 16,04 MPa, sedangkan pengujian kuat tekan umur 28 hari pada masing-masing persentase 0%, 15%, dan 25% berturut-turut 22,00 MPa; 22,85 MPa; 24,49 MPa dan 19,40 MPa. Nilai kuat tekan pada umur 28 hari yang paling tertinggi ada pada variasi 25% sebesar 24,49 MPa. Dari hasil penambahan limbah pecahan marmer pada peningkatan nilai kuat tekan umur 7 hari, yaitu: semakin banyak digunakannya limbah pecahan marmer untuk menggantikan agregat kasar maka nilai kuat tekan semakin naik, sedangkan pada peningkatan nilai kuat tekan umur 28 hari, yaitu: semakin ditambah kadar limbah pecahan marmer untuk menggantikan agregat kasar maka nilai kuat tekan semakin turun. Kandungan zat kapur (CaO) yang tinggi pada limbah pecahan marmer yang apabila direndam semakin lama mengakibatkan air rendaman keruh sehingga mempengaruhi nilai kuat tekan.
Analysis of the Safety of the Krebet-Bululawang Highway Section in Review from the Completeness of Road Infrastructure Aspects Primasworo, Rifky Aldila; Oktaviastuti, Blima; Nuha, Yusririn
Jurnal Fondasi Vol 14, No 1 (2025)
Publisher : JURUSAN TEKNIK SIPIL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62870/fondasi.v14i1.31261

Abstract

Road safety is a topic that is often raised, and is currently a world concern that not only affects transportation but also society. Therefore, it requires an analysis of road safety in terms of the completeness of road infrastructure to meet the standard value of the Indonesian Road Capacity Guideline. and the National General Plan for Road Traffic and Transportation Safety (RUNKLL). The purpose of the study was to determine the accident-prone points on the Krebet-Bululawang highway, Malang Regency. and provide handling efforts related to the results of the Krebet Highway Safety Analysis in Review from the Completeness of Road Infrastructure Aspects. In this study, what is calculated is the Z-score Technical Analysis of accident-prone areas (Black sites), the Cusum Technique of accident-prone points (Black Spot). Based on the results of accident characteristic data processing, the location of accident-prone points (black spots) that have the largest custom value on Jalan Krebet is identified as accident-prone points in segments 1 and segment 3 as the cause of having the largest custom values, namely 7,200 and 5,250. Based on the accident data, the accident z-score values for each segment were obtained based on the total number of accident incidents during the period 2018 - 2022 with 2 road segments with the highest scores, namely segments 1 and 3 where the number of accident victims was 11 accident victims and the highest z-core value was 2.012 in segment 1 and segment 3 0.224 Identify characteristics that are deeper and more detailed, this is based on the results of analysis of accident z-score values that appear 2 priority road segments and aim in efforts to handle accident-prone segment location points that have been identified and determined previously. At this stage, the most important technical problems in road traffic safety will be described as Proposed Handling for accident-prone areas (black sites) and accident-prone points (back spots) that need to be installed warning signs for dangerous areas where accidents often occur. Usually the placement of these traffic signs is at least 50 meters before areas where accidents often occur according to the standard of RI transportation regulations No PM 13 2014 concerning traffic signs.
Effect of Marble Powder Waste as Fine Aggregate Substitution in Rigid Pavement Nukar, Maria Sesi; Sadillah, M.; Oktaviastuti, Blima
Jurnal Fondasi Vol 13, No 2 (2024)
Publisher : JURUSAN TEKNIK SIPIL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62870/fondasi.v13i2.32717

Abstract

The demand for construction materials, particularly for pavement construction, continues to rise, leading to a reduction in available material resources. To address this, an alternative approach has been developed by utilizing marble powder waste as a partial substitute for fine aggregate in rigid pavement construction. This study employs a quantitative, experimental research design aimed at determining the compressive and flexural strength of concrete when marble powder is used as a partial replacement. The compressive strength tests involved varying the marble powder content at 0%, 15%, 25%, and 35%, with assessments at both 7 and 28 days, targeting a planned concrete quality of fc' 21,7 MPa. The compressive strength values at 7 days for each variation are as follows: 0% (13,06 MPa), 15% (13,98 MPa), 25% (15,99 MPa), and 35% (14,10 MPa). At 28 days, the compressive strength results were 0% (22,00 MPa), 15% (23,79 MPa), 25% (16,97 MPa), and 35% (15,67 MPa). For the flexural strength tests, marble powder was substituted at levels of 0%, 15%, 25%, and 35% in concrete specimens measuring 12x50x120cm, with the load applied at 28 days. The maximum load recorded for each variation was 0% (4300 kg), 15% (3200 kg), 25% (4000 kg), and 35% (2500 kg). The average deflection observed was 0% (3,93mm), 15% (2,60mm), 25% (4,26mm), and 35% (2,37mm).
Effect of Waste Marble Stone Fractions in Porous Asphalt Mixtures for Quality Improvement Sa'dillah, M; Oktaviastuti, Blima; Malo, Yoskario Darman
Rekayasa Vol 18, No 3: Desember, 2025
Publisher : Universitas Trunojoyo Madura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21107/rekayasa.v18i3.29329

Abstract

Improving road transportation accessibility is essential for enhancing local social and economic activity in a country. One way to maintain the accessibility of the road network and ensure that users feel safe and comfortable is to maintain an adequate pavement surface layer throughout the duration of the network. Prolonged rain becomes one of the problems of paving the road surface. aims to achieve the following: (1) to determine the Marshall strength of the optimum asphalt content (OAC) value in the porous asphalt mixture; and (2) to determine the effect of the use of marble stone fraction waste on the characteristics of porous asphalt mixtures. Research method uses experimental research in the laboratory. Research will be conducted using the Australian Asphalt Pavement Association (AAPA) 2004 approach method. Research was conducted with Pen 60/70 asphalt content of 4%, 4.5%, 5%, 5.5%, and 6% to find the optimum asphalt content value, then it will be added with a ratio of 0%, 15%, 25%, and 35% marble fraction waste material to the total OAC weight. Results of the analysis of the Marshall characteristics of the porous asphalt mixture with a variation of 25% marble content have met the specifications on the grounds that all parameters have met the requirements of the Australian Asphalt Pavement Association (AAPA 2004) with a VIM value at 25% content of 18.61%, for a VMA value of 50.60%, while for a stability value of 508 kg and for a flow value obtained of 2.57 mm while for an MQ value of 262.46 kg/mm.
Eco-Friendly Cellular Lightweight Concrete Partition Walls Using Sandblasting Waste for Seismic Mitigation Cahyono, Luqman; Dermawan, Denny; Pratiwi, Wiwik Dwi; Widiana, Dika Rahayu; Utomo, Agung Prasetyo; Fahmi, M. Rizal; Rosalina, Amanda; Suroidah, Eva Nur; Carina, Annisa; Oktaviastuti, Blima
Rekayasa Sipil Vol. 20 No. 1 (2026): Rekayasa Sipil Vol. 20 No. 1
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2026.020.01.10

Abstract

The increasing demand for efficient construction materials has driven the popularity of lightweight bricks in the last decade. On the other hand, ship repair activities generate sandblasting waste, amounting to 2.5–3 million tons per year, which contains heavy metals and corrosive residues, and is therefore categorized as B3 waste. This study aims to transform sandblasting waste into environmentally friendly partition walls that support earthquake and fire disaster mitigation by formulating lightweight bricks of the Cellular Lightweight Concrete (CLC) type through the modification of foam agents and the substitution of fine aggregates. Initial studies, conducted through interviews at one of the shipyards, revealed an average monthly generation of sandblasting waste of 12,100 kg. This study combines laboratory experiments and a literature review to examine material properties, including gradation, specific gravity, water absorption, and metal content (XRF–TCLP), as well as to evaluate compressive strength, density, and potential applications in earthquake disaster mitigation. The characterization results indicate that the sandblasting waste meets the gradation requirements specified in SNI 03-2834-2000 and passes physical tests according to SNI 03-1970-2008, with heavy metal content (Ba, Zn, Cu) below the threshold set in PP No. 22 of 2021. Lightweight bricks are made with a composition ratio of 1:1 cement and sandblasting waste, and variations in the foam agent range from 5% to 12.5%. The best formula, according to SNI 8640-2018, is obtained at a foam agent content of 5%, resulting in a compressive strength of 7.28 MPa and a density of 1,283.33 kg/m³, which is lighter than concrete blocks and red bricks. From an earthquake mitigation perspective, it was found that lighter material weight contributed to reducing inertial forces and loads on the structure, thereby enhancing resistance to initial collapse and facilitating ease of dismantling during post-earthquake evacuation. These findings indicate that sandblasting waste has the potential to be processed into environmentally friendly alternative construction materials that not only meet technical standards but also contribute to earthquake risk mitigation strategies.
Traffic Impact Analysis of Zaenal Zakse Road Due to Kebalen Market Activities in Malang City: Analisis Dampak Lalu Lintas Jalan Zaenal Zakse Akibat Aktivitas Pasar Kebalen di Kota Malang Primasworo, ST., MT, Rifky; Andy Kristafi Arifianto; Blima Oktaviastuti; Gilberd Herdani Hau Pia
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 7 No 2 (2025): Vol.7 No 2 (2025)
Publisher : Universitas Negeri Surabaya

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Abstract

Community behavior in the market area has a direct impact on traffic flow, especially during peak hours when vehicles enter and exit the market. The presence of street vendors and illegal parking on the roadside exacerbates the problem by adding to traffic congestion, slowing traffic, and storing cars in certain areas. This study aims to determine traffic performance and the effect of Kebalen Market activities on traffic performance. The research design uses quantitative with descriptive research type. This research was conducted at Jalan Zaenal Zakse, Jodipan, Malang City using the Indonesian Road Capacity Guidelines (PKJI) method. The calculation results show that the traffic impact due to market activities has a negative impact on the performance of the Zaenal Zakse Road Section when viewed from the highest average degree of saturation on Sunday, November 3, 2024 at 06:00-07:00 am at 1.16 level of service F with the criteria for stuck / jammed flow.  
Evaluasi Kondisi Fisik dan Fasilitas Jembatan Penyeberangan Orang (JPO) di Jalan Jenderal Basuki Rachmat, Kota Surabaya Irvandi Mikael Kii; Pamela Dinar Rahma; Blima Oktaviastuti
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 8 (2025): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

This study aims to conduct an in-depth analysis of the physical characteristics of the pedestrian overpass on Basuki Rachmat Street in Surabaya, as well as to assess its compliance with applicable national technical standards for pedestrian facilities. This study employs a descriptive quantitative approach through direct field observations of various physical elements of the pedestrian overpass on Basuki Rachmat Street in Surabaya. The aspects observed include stairs, walkways, safety railings, roofs, lighting systems, and accessibility. The results of the study indicate that most of the physical components of the pedestrian overpass on Basuki Rachmat Street in Surabaya meet technical requirements, particularly regarding the width of the stairs, walkways, and strong, stable safety railings. The roof structure is also in good condition as it effectively protects users from rain and heat. However, several discrepancies were identified, such as stair inclines exceeding comfort limits, uneven lighting across the entire bridge area, and limited accessibility for people with disabilities. These conditions have the potential to reduce user comfort and safety. Overall, the physical characteristics of the pedestrian overpass on Basuki Rachmat Street in Surabaya can be categorized as being in good condition and suitable for use; however, improvements are needed regarding stair slope, lighting, and accessibility to better meet the design principles for safe, comfortable, and inclusive pedestrian facilities.
Co-Authors Andy Kristafi A Andy Kristafi Arifianto Annisa Carina, Annisa Annisau Nafiah Aprianus Sairo Lende Arifianto, Andy Kristafi Arifianto, Andy Kristafi ARINDA LELIANA Armyta Puspitasari Cahyono, Luqman Calvin Charis Christy Nenabu Delan Efri Aldo Delan Efri Aldo Denny Dermawan Dhena, Elvianus Venansius Didakus Thomas Dapa Ole Dika Rahayu Widiana Eddy Sutadji Fifi Damayanti Fitria Apriliani, Nurul Galih Damar Pandulu Gilberd Herdani Hau Pia Handoko Handoko Helena N. Mini Imron, Nanda Ahda Indana, Luthfi Irvandi Mikael Kii Jehamin, Artoldus Korneliya Lidya Leliana, Arinda Luhfi Indana M Sa’dillah M. Rizal Fahmi Malo, Yoskario Darman Matilda Hasri Mendonca, Natalino Ndapakamang, Aronot Delta Ndima, Susana Rambu Nuha, Yusririn Nukar, Maria Sesi Pamela Dinar Rahma Pamela Dinar Rahma Pamela Dinar Rahma Prana Indrawan Primaswo, Rifky Aldila Primasworo, Rifky Aldila Primasworo, ST., MT, Rifky Rahma, Pamela Dinar Riana Nurmalasari Rifky Aldila Primasworo Rifky Aldila Primasworo Rizqi, Utin Winny Rizqi, Utin Winny Ronaldus Winarso Madun Rosalina, Amanda Sadillah, M. Suroidah, Eva Nur Tanggung, Chandra Wangi Utomo, Agung Prasetyo Wijaya, Handika Setya Wiwik Dwi Pratiwi, Wiwik Dwi Yosef Emanuel Gusi Yurnalisdel Yurnalisdel, Yurnalisdel Yurnalisdel, Yurnalisdel