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All Journal Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Pondasi Briliant: Jurnal Riset dan Konseptual Journal of Advanced Civil and Environmental Engineering SCIENCE TECH: Jurnal Ilmiah Ilmu Pengetahuan dan Teknologi Astonjadro Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Journal of Industrial Engineering & Management Research (JIEMAR) Media Komunikasi Dunia Ilmu Sipil (MoDuluS) Jurnal Ilmiah Wahana Pendidikan Jurnal Ilmiah Telsinas Elektro, Sipil dan Teknik Informasi Jurnal Ilmiah Arsitektur Proceedings Series on Physical & Formal Sciences Jurnal Teknik Sipil Giratory Upgris Teknika Jurnal Locus Penelitian dan Pengabdian Prosiding Seminar Nasional Teknik Sipil UMS Jurnal Indonesia Sosial Teknologi Jurnal Ilmiah Sultan Agung Journal of Engineering Science and Technology Management JIM: Jurnal Ilmiah Mahasiswa Pendidikan Sejarah VISA: Journal of Vision and Ideas
Rachmat Mudiyono, Rachmat
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EVALUASI PRODUK PAVING BLOCK TIPE HOLLAND DARI BEBERAPA PRODUSEN DI KOTA SEMARANG Wibowo, Titus Tonny; Mudiyono, Rachmat; Antonius, Antonius
Pondasi Vol 29, No 1 (2024): June
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v29i1.37771

Abstract

The inconsistency in the quality of paving blocks can result in uneven road surfaces, thereby increasing the risk of traffic accidents. This study aims to determine the compressive strength quality of Holland-type paving blocks from several producers in the city of Semarang, both those made manually and by machine, as well as to understand the reasons behind the dimensional inconsistencies of Holland-type paving blocks from various producers in the city. The research samples were taken from four paving block producers located in Semarang. The test results show that all paving block products from the four different producers meet or exceed the minimum compressive strength values set in SNI 03-0691-1998. This indicates that the products are theoretically capable of withstanding the applied compressive loads. The compressive strength test shows the lowest average value from producer AB at 17.21 MPa, while the highest average value was achieved by producer ADS at 19.3369 MPa. The dimensional inconsistencies of Holland-type paving blocks from several producers in Semarang can be attributed to various factors, including differences in production processes between producers, variations in the raw materials used, and differences in the settings of machines or production equipment.
OPTIMALISASI PEMANFAATAN TERMINAL TIPE C DI KABUPATEN TEGAL Fatah, Muhamad Nadhorudin; Mudiyono, Rachmat; Niam, Mohammad Faiqun
Pondasi Vol 28, No 1 (2023): Juni 2023
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v28i1.30392

Abstract

Transportation is an important means to support the success of development and to facilitate economic activities in the community. Economic growth in Tegal Regency has resulted in increased mobility, which requires efforts to improve service quality and add effective transportation infrastructure. In order to improve transportation in Tegal Regency, the government has implemented a policy to relocate and build a representative Type C transport terminal with the aim of solving traffic problems in the Central Business District (CBD) area of Tegal Regency. Relocating the Type C transport terminal in Tegal Regency is necessary to improve the effectiveness of terminal relocation. Therefore, a study was conducted on the Optimization of Type C Terminal Relocation Utilization in Tegal Regency (Case Study: Dukuhsalam Village, Slawi District, Tegal Regency) using a quantitative descriptive research method to find out the effectiveness of terminal relocation. The analysis conducted includes technical analysis, economic analysis, traffic analysis, and environmental analysis. Based on the results of the analysis, it was concluded that terminal relocation is considered effective. The technical analysis shows that the infrastructure and facilities of the new terminal are more complete compared to the revitalization of the old terminal. Economic analysis shows that the return on investment for the new terminal can be achieved 2 years faster compared to revitalizing the old terminal. Relocating the new terminal can reduce congestion costs by IDR 1,158,096.00 per day and reduce environmental damage costs by IDR 1,414,088.93. Therefore, optimizing the Type C terminal in Tegal Regency can be achieved by relocating it to a new location.
PERSEPSI PENGGUNA JALAN TERHADAP FASILITAS PEJALAN KAKI DI KAWASAN JALAN PEMUDA KOTA SEMARANG Nusadhani, Prananing; Mudiyono, Rachmat; Poedjiastoeti, Hermin
Pondasi Vol 29, No 1 (2024): June
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v29i1.37981

Abstract

This study aims to analyze road users' perceptions of pedestrian facilities in the Pemuda Corridor (Lawang Sewu – Mall Paragon), Semarang City. Variables such as safety, comfort, accessibility, and infrastructure quality are the focus of this research. Data were collected through questionnaires with a sample of 400 people, field observations, and interviews. Field study results indicate that despite many positive aspects of the current pedestrian pathways in the Pemuda Corridor, there are still deficiencies that need improvement. Certain areas require additional zebra crossings and traffic lights to enhance safety. Furthermore, cleanliness and maintenance of the sidewalks in some spots are still suboptimal. Accessibility for people with disabilities also needs enhancement, as there are still obstacles such as vehicles and vendors occupying the pedestrian paths. The physical condition of the pedestrian pathways is generally good, but some areas require upgrades. These findings imply the need for municipal government intervention to improve the safety, comfort, and accessibility of pedestrian pathways through the addition of safety facilities, stricter enforcement of regulations, and regular maintenance programs. Involving the local community in the planning and management process of pedestrian pathways is also recommended to identify problems more effectively and develop solutions that meet community needs. With these steps, it is expected that pedestrian facilities in the Pemuda Corridor and other areas in Semarang City can be improved to create a safer, more comfortable, and inclusive environment for all pedestrians.
Analisa kebutuhan sarana transportasi sekolah: Studi kasus di wilayah kota Tegal Prihatno, Teguh; Mudiyono, Rachmat; antonius, antonius
Pondasi Vol 28, No 1 (2023): Juni 2023
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v28i1.30285

Abstract

Ketersediaan angkutan sekolah yang layak dapat menjadi alternatif solusi bagi pemangku kepentingan untuk merubah perilaku pelajar yang saat ini banyak menggunakan kendaraan pribadi dalam melakukan perjalanan kesekolah. Kondisi ini dinilai tidak efisien, mengingat dampak yang ditimbulkan. Jaminan ketepatan waktu, kenyamanan, keselamatan, dan keamanan dalam perjalanan menggunakan moda transportasi angkutan sekolah menjadi parameter hasil kajian efektivitas angkutan sekolah di Kota Tegal. Hingga saat ini, pelayanan angkutan umum di kota Tegal dinilai masih belum dapat bekerja secara optimal. Tidak optimalnya fungsi layanan angkutan umum di kota Tegal, dianggap menjadi salah satu penyebab tingginya tingkat penggunaan kendaraan pribadi dikalangan pelajar. Oleh karena itu, penyediaan jasa angkutan sekolah yang layak dapat menjadi salah satu solusi alternatif untuk mengatasi kepadatan arus lalulintas di kota tersebut, khususnya pada jam sibuk seperti jam berangkat dan pulang sekolah. Hasil penelitian ini juga menunjukkan bahwa minat pelajar dalam menggunakan jasa angkutan sekolah masih cukup tinggi, dengan catatan bahwa moda transportasi yang dimaksud mampu menjangkau daerah dimana para pelajar tinggal.
A SUCCESS ANALYSIS OF SIDODADI-SABARA ROAD DEVELOPMENT PROJECT IN SEMARANG CITY FOR THE FISCAL YEAR 2019 Affendi, Achmad Sholikin; Mudiyono, Rachmat; antonius, antonius
Pondasi Vol 28, No 1 (2023): Juni 2023
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v28i1.30066

Abstract

Economic growth in a country, especially in big cities such as Semarang Indonesia, has an impact to an increase in the number of vehicles passing through the area. This issue logically correlates to why the existing transportation facilities and infrastructure need to continuously improve. Semarang Public Works Department of Bina Marga as an extension of the central government has been continuously making efforts, including improving the quality and quantity of road sections in the areas deemed to need handling. These aim to expediting and accelerating traffic activities among regions. Using quantitative methods supported by SPSS V26 software, this study aimed (1) to investigate factors influenced the success of Sidodadi Sabara project, (2) to find out factors which most influenced the success of the project, and (3) to find out how successful the project was. From results of the analysis, it was recognized that the work management be the most dominant factor among the other factors. By anticipating this variable, the success rate of Sidodadi Sabara road project development would potentially increase. This research was expected to be an empirical input for related parties, especially the implementing agencies of the project.
RESPON PENGGUNA JALAN SEBELUM PELAKSANAAN PROYEK PENINGKATAN INFRASTRUKTUR JALAN DI KAWASAN GATOT SUBROTO KOTA SEMARANG Hapsoro, Tunggul; Pratikso, Pratikso; Mudiyono, Rachmat
Pondasi Vol 29, No 1 (2024): June
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v29i1.37556

Abstract

The development of road infrastructure is a vital element in driving economic growth and improving the quality of urban life. In Semarang City, Jalan Gatot Subroto plays a crucial role as a major route connecting the north and south of the city, serving as a vital artery for inter-district mobility. However, in recent years, this road has faced serious challenges such as worsening traffic congestion, deteriorating road conditions, and their impacts on local social and economic activities. Therefore, efforts to enhance infrastructure on Jalan Gatot Subroto have become urgent given the complexity of these issues. This study aims to identify and determine variables that significantly influence the success of road improvement programs in the Gatot Subroto area of Semarang City. Data was collected using survey methods and deepened through interviews. The respondents involved in this study were 100 people with diverse backgrounds in terms of age and occupation. The collected data was then processed both quantitatively using SPSS and qualitatively to be used as a reference in answering research questions. Based on the analysis conducted, five variables are predicted to significantly affect the success of the road improvement project planned in the Gatot Subroto area of Semarang City: (1) User Satisfaction with a regression coefficient of 0.233, (2) Travel Time at 0.078, (3) Traffic Safety at 0.180, (4) Traffic Congestion at 0.163, (5) Accessibility at 0.551, and (6) Environmental Impact at 0.472. Referring to the field study results, it can be concluded that these variables have a significant relationship with the success rate of the Jalan Gatot Subroto improvement program in Semarang City, with important implications for more effective transportation infrastructure planning.
Pengaruh Kadar Air Lapisan Bawah terhadap Kemantapan Perkerasan Paving di Kawasan Delta Area Mudiyono, Rachmat; Rosantika, Arga
Pondasi Vol 28, No 2 (2023): Desember
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v28i2.35308

Abstract

Abstract Geomorphologically, the city of Semarang is formed from the delta formation of the Kaligarang River, if the water discharge increases, it is certain that inundation will occur along the river. In addition, puddles caused by high tides are also common. The rapid growth of the city greatly affects the availability of supporting infrastructure such as roads. The age of pavement planning in the city of Semarang is often not reached due to the condition of the flood disaster. The purpose of this study is to determine the level of resistance of the subsurface layer to water which will affect the stability of the paving pavement. The initial stages carried out were the preparation of a research proposal containing the preparation of tools and materials, literature studies and the design of primary and secondary data collection instruments, the next stage was making laboratory test samples and conducting hydraulic test analysis to determine the optimum water content, the end of this activity stage was the formulation conclusion. Based on the results of the analysis, it was found that the water content greatly affects the depth of subsidence, the higher the water content, the higher the decrease. It was proven by testing in the lab, the water content in the base course was 10% sinking 40 mm, 20% 80 mm and 30% 120 mm. Keywords: delta areas; water content; hydraulic test; paving stability AbstrakSecara geomorfologi kota Semarang terbentuk dari formasi delta Sungai Kaligarang apabila debit air meningkat maka bisa dipastikan genangan akan terjadi di semapadan sungai tersebut. Selain itu genangan yang disebabkan oleh rob air laut pasang juga sering dijumpai. Pertumbuhan kota yang semakin pesat sangat berpengaruh terhadap ketersediaan infrastruktur penunjang seperti jalan. Usia perencanaan perkerasan di Kota Semarang sering tidak tercapai karena adanya kondisi bencana genangan air. Tujuan dari penelitian ini adalah mengetahui tingkat ketahanan lapisan bawah permukaan terhadap air yang nantinya akan berpengaruh pada kemantapan perkerasan paving. Tahapan awal yang dilakukan adalah penyusunan proposal penelitian yang memuat persiapan alat dan bahan, studi literatur dan desain instrumen pengumpulan data primer dan sekunder, tahap selanjutnya membuat sampel pengujian laboratorium dan melakukan analisis uji hidrolis untuk mengetahui kadar air optimum, akhir dari tahapan kegiatan ini adalah perumusan kesimpulan. Berdasarkan hasil analisis didapatkan bahwa kadar air sangat mempengaruhi dalamnya amblesan, semakin banyak kadar airnya semakin tinggi penurunannya. Dibuktikan dengan pengujiuan di lab, kadar air pada base course 10% ambles 40 mm, 20% 80 mm dan 30% 120 mm. Kata kunci: delta area; kadar air; uji hidrolis; kemantapan paving.
OPTIMALISASI MANAJEMEN PROYEK UNTUK KEBERHASILAN PELAKSANAAN PROYEK PELEBARAN JALAN Hapsari, Indri Barianti; Mudiyono, Rachmat; Niam, Moh Faiqun
Pondasi Vol 29, No 1 (2024): June
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v29i1.35769

Abstract

Project management functions to oversee the process of implementing construction work from the start of the project until the end of the project. In this research, the strategy used is the project management optimization handling strategy which will dominantly influence the implementation of the Palir Kaliancar Road widening project for the 2022 Fiscal Year. The aim of this research is to find out the factors that cause delays in implementing the Palir Kaliancar road widening project not on time. using the SWOT method.To find out the SWOT indicators that most influence the success in implementing the Palir Kaliancar Road Widening project, Semarang City. This research uses the SWOT (Strengths, Weaknesses, Opportunities, Threats) method to systematically identify various factors to formulate dominant project management optimization in the implementation of the Palir Kaliancar Road Widening project for the 2022 Fiscal Year. By conducting literature studies and research surveys, data collection includes data primary and secondary data then continued data processing. In the results of the IFE and EFE analysis of the components of the Palir Kaliancar Road Widening construction project in Ngaliyan, Semarang City, a value of Strength 4.24 Weakness 4.22 Opportunity 4.34 Threat 4.14 was obtained. For IFAS, you get a value of 0.01 from the Strength value minus the Weakness value, while the EFAS value gets a value of 0.1 from the Opportunity value minus the Threat value.From these results, you can determine the coordinates in the SWOT matrix quadrants. So the results of this combination show the coordinates of the SWOT quadrant matrix which is located in quadrant I, namely the strategy between the strength factor component (S) and the opportunity factor component (O). So the strategy developed for the Palir Kaliancar Road Widening Project component in Ngaliyan, Semarang City, uses a Progressive Strategy.
Analisis Penataan Sistem Drainase Sebagai Pengembangan Edu-Tourism Khaira Ummah di Kampus Unissula Semarang Ashari, Mochamad Hisam; Mudiyono, Rachmat; Soedarsono, Soedarsono
Pondasi Vol 28, No 1 (2023): Juni 2023
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v28i1.30389

Abstract

Floods and Rob floods are natural disasters that often occur in Indonesia. The UNISSULA campus area is in the Pantura road area. UNISSULA is one of the campuses affected by floods and robs. Extreme weather conditions and rising sea levels have exacerbated the condition of the north coast road. Thus causing traffic jams and activities of the surrounding community to falter.The purpose of this study was to analyze the drainage system of the UNISSULA campus area by utilizing the potential of a storage pond by disposing of water directly into the estuary. With this research, it is hoped that it can be used as data and material for consideration for the development of a drainage system in the campus area and to become a pilot campus to control flooding. The method used is a simulation of the rainfall-runoff model using EPA SWMM Version 5.1.This study carried out two scenarios in carrying out flood control efforts, namely the first scenario, the existing west, and east retention ponds will be connected to pond 1, for the pond in the north, will be connected from pool 4 to the engineering pool, channeled to pool 3, to pool 2 and connected with pool 1 equipped with a pump with a capacity of 1 m3/sec with additional long storage from pool 2 to pool 1 along 184 meters. The second scenario is to break the direction of the front and rear drainage flows. For drainage, it will be pulled into pond 4, then a technical pond until it is connected to pool 2 and discharged directly into the sea with a flood pump with a capacity of 0.5 m3/sec. This makes the flood travel time short and is expected to reduce inundation. With this scenario, it can also be developed as Khairu Ummah Edu-tourism Khaira Ummah in the campus area.
ANALISIS ASPHALT CONCRETE WEARING COURSE (AC-WC) MODIFIKASI RESIN DAN KATALIS PADA PERKERASAN JALAN Ayun, Qurrota; Mudiyono, Rachmat; Sulistyo, Juny Andri
Pondasi Vol 29, No 2 (2024): Desember
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v29i2.40970

Abstract

Penelitian ini mengevaluasi modifikasi aspal dengan resin katalis untuk ketahanan terhadap banjir rob di Pantura Semarang-Demak, dengan pengujian perendaman selama 7, 14, dan 21 hari. Hasil menunjukkan bahwa aspal dengan resin katalis, kecuali komposisi 4%-2% dan 4%-4%, masih layak digunakan setelah 7 hari perendaman. Namun, setelah 14 dan 21 hari, semua komposisi tidak memenuhi standar teknis Bina Marga, terutama karena nilai rongga udara yang melebihi batas. Semakin lama perendaman dan semakin tinggi komposisi resin serta katalis pada Asphalt Concrete Wearing Course (AC-WC) yang terendam rob, nilai VIM meningkat, menyebabkan lebih banyak rongga dan menurunnya daya tahan. Komposisi 4% Resin dan 0% Katalis dengan perendaman 7 hari memenuhi Spesifikasi Teknis Bina Marga 2018 revisi 2. Perendaman terus-menerus juga berdampak negatif pada stabilitas, meningkatkan risiko deformasi permanen, bleeding, dan stripping. Keyword : Rob, Aspal Modifikasi, Stabilitas
Co-Authors Abdul Rochim Abied Rizky Putra Muttaqien Affendi, Achmad Sholikin Andry, Juny Antonius Antonius Ashari, Mochamad Hisam Ayun, Qurrota Azizah, Nisa Ul Bimantoro, Leo Candra Irawan Debi, Yoga Tegar Ardi Ekapraja, Huda Eko Sujarwanto Fachry Abda El Rahman Fatah, Muhamad Nadhorudin Ferennita, Aldila Fani Ginola, Navy Ananda Hakiim, Chevy Helmi Hapsari, Indri Barianti Hapsoro, Tunggul Henny Pratiwi Adi Hermin Poedjiastoeti Imam Wahyudi Indrawan, Imam Wahyudi Iman, Choirul Irawan, Arie Joko Sutrisno Kartono Wibowo Kartono Wibowo, Kartono Kholifataya, Elsya Lisa Fitriyana, Lisa Mahardika, Vera Mohammad Agung Ridlo, Mohammad Agung Muhammad Gunawan Perdana Muhammad Najib Muktiarso, Raffi Athani Munandar, Adnan Arif Niam, M. Faiqun Niam, Moh Faiqun Niam, Mohammad Faiqun nugroho, suko Nuryaman, Asep Nusadhani, Prananing Perdana, Haris Athiya Perdana, Muhammad Gunawan Perwiranegara, Alamsyah Fatih Prabowo Setiyawan, Prabowo Pradhana, Agung Pratikso Pratikso Pratikso Pratikso, P Prihatno, Teguh Purwasih, Dian Ratih Puspitasari, Nikmatul Rochmy Putra, Ikhsan Fauzi Gunawan Raharjo, Oky Fauzi Raharjo, Slamet Putro RATNA SETYANINGSIH Ricardo, Carlen Rama Riska Rohmattun A, Siti Rosantika, Arga Santosa, Zaky Dinu Saputra, Zoggy Ardi Eka Selvia Agustina Sihombing, Alexander Tuahta Soedarsono Soedarsono Suhana, Asep Sulistyo, Juny Andri Sulistyo, Juny Andry Susanto, Totti Aditya Umar, Muh Alwi Wajdi*, Bina Arumbinang Wajdi, Bina Arumbinang Wibowo, Arief Eko Wibowo, Titus Tonny Wibowo, Titus Tony