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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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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
ANALYSIS OF FC'30 MPA FAST TRACK CONCRETE WITH THE ADDITION OF DRAMIX STEEL FIBER AND POLYETHYLENE TEREFTLATE (PET) AS AGGREGATE COARSE SUBSTITUTION FOR ROAD CLASS III Najib, Muhammad; 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.v29i2.40987

Abstract

Fast track concrete is a ready-mix concrete that hardens quickly and can be used directly for traffic. This concrete has special specifications that cover the needs of road pavement segment concrete that is opened for traffic when the concrete age is less than 7 days. This study aims to determine the value of compressive strength and flexural strength of concrete with a comparison of substitution of dramix steel fiber and Polyethylene Terephlate (PET) aggregate. This study uses an experimental method with a trial of testing concrete cylinders and beams with compressive and flexural tests with four compositions of normal concrete, dramix steel fiber substitution concrete, Polyethylene Terephlate (PET) aggregate substitution concrete and concrete with a combination of dramix steel fiber and Polyethylene Terephlate (PET). The composition test was carried out on fast track concrete with a quality of fc'30 Mpa within 4 days including compressive strength and flexural strength when the test object was 4, 7, 14, 21 and 28 days old. The results of the study showed that the use of dramix substitution concrete had the best results with an average compressive strength value of 30 Mpa fast track concrete within 4 days of 29.92 Mpa and a flexural strength of 3.59 Mpa greater than the mixture of substitution concrete Polyethylene Terephlate (PET) aggregate substitution obtained an average compressive strength of 20.785 and flexural strength of 3.35 in a concrete age of 4 days and the combination of dramix substitution and Polyethylene Terephlate (PET) aggregate concrete had an average compressive strength value of 21.31 Mpa and Flexural strength of 3.41 Mpa at the age of 4 days, which later the value will continue to increase until the immersion age of 28 days.
Pengaruh Sumber Daya Manusia, Lingkungan, Metode Kerja dan Material terhadap Penerapan Standar Pembangunan Jembatan nugroho, suko; Mudiyono, Rachmat
Pondasi Vol 29, No 2 (2024): Desember
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v29i2.39822

Abstract

The primary objective of this study is to identify key variables influencing the implementation of bridge construction standards, focusing on human resources, environment, work methods, and materials. Using a quantitative approach, the study involved 130 respondents, including project managers, field engineers, supervisors, construction workers, and supervising consultants. Data were collected through validated questionnaires and analyzed using linear regression to understand the relationships between the tested variables and the implementation of bridge construction standards. The results indicate that all four factors have a significant impact, with materials being the most dominant variable (regression coefficient of 0.49, p-value < 0.05) affecting the effectiveness of standard implementation. Additionally, human resources, environment, and work methods were found to play essential roles in improving construction quality and bridge safety. Effective human resource management, proper material selection, adaptation to environmental conditions, and efficient work methods are crucial to ensure compliance with construction standards. The findings of this study can serve as a reference for developing future construction regulations and policies, although there are limitations related to the scope and variables examined. Further research with a broader scope and additional variables, such as financial and technological aspects, is highly recommended to gain a more comprehensive understanding.
Tantangan Pengembangan dan Peningkatan Infrastruktur Jalan di Provinsi Jawa Tengah Wibowo, Arief Eko; Mudiyono, Rachmat
Pondasi Vol 29, No 2 (2024): Desember
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v29i2.39780

Abstract

ABSTRACTHigh-quality road infrastructure is a crucial foundation for economic development and community mobility. However, many road projects often fail to meet expected standards, causing losses for both the government and the public. Previous studies have highlighted various technical and managerial weaknesses. This study offers a novel perspective by deeply examining regulatory and institutional aspects while providing practical recommendations for their improvement. A case study approach was employed, involving project managers, contractors, field supervisors, and affected community members as research participants. Data were collected through in-depth interviews, direct observation, and document analysis, followed by qualitative analysis methods. The findings reveal that the use of substandard materials, improper construction techniques, suboptimal project management, and non-compliance with regulations—exacerbated by budget constraints, poor coordination, and weak oversight—contribute to substandard project outcomes. The primary contribution of this study lies in providing actionable insights to enhance regulatory frameworks, strengthen oversight mechanisms, and build institutional capacity to ensure road infrastructure quality aligns with public and governmental expectations.Keywords: Road Project Management, Road Infrastructure Management, Road Project Regulations, Road Quality.ABSTRAKInfrastruktur jalan yang berkualitas adalah fondasi penting bagi perkembangan ekonomi dan mobilitas masyarakat. Namun, banyak proyek jalan sering gagal mencapai standar yang diharapkan, merugikan pemerintah maupun masyarakat. Penelitian sebelumnya telah mengungkap berbagai kelemahan teknis dan manajerial. Penelitian ini menawarkan kebaruan dengan menyoroti secara mendalam aspek regulasi dan kelembagaan serta memberikan rekomendasi praktis untuk perbaikannya. Pendekatan studi kasus digunakan, melibatkan manajer proyek, kontraktor, pengawas lapangan, dan masyarakat terdampak sebagai peserta penelitian. Data dikumpulkan melalui wawancara mendalam, observasi langsung, dan analisis dokumen, kemudian dianalisis menggunakan metode kualitatif. Hasil penelitian menunjukkan bahwa penggunaan material yang tidak sesuai standar, teknik konstruksi yang kurang tepat, manajemen proyek yang tidak optimal, dan ketidakpatuhan terhadap regulasi—yang diperburuk oleh keterbatasan anggaran, koordinasi yang buruk, dan lemahnya pengawasan—berkontribusi pada hasil proyek yang tidak memenuhi standar. Kontribusi utama penelitian ini terletak pada pemberian wawasan implementatif untuk meningkatkan kerangka regulasi, memperkuat mekanisme pengawasan, dan membangun kapasitas kelembagaan guna memastikan kualitas infrastruktur jalan sesuai dengan harapan masyarakat dan pemerintah.Kata Kunci: Manajemen Proyek Jalan, Pengelolaan Infrastruktur Jalan, Regulasi Proyek Jalan, Kualitas Jalan.
Analisis Faktor yang Mempengaruhi Pelaksanaan Proyek Peningkatan Jalan di Wilayah Kota Semarang iman, choirul; Mudiyono, Rachmat
Pondasi Vol 29, No 2 (2024): Desember
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v29i2.39784

Abstract

This study aims to explore the factors influencing the implementation of road improvement projects in Semarang City, which have become increasingly critical due to population growth and rising traffic volumes. The research identifies key elements that contribute to the success of road improvement projects from various perspectives. The methodology employed is a qualitative approach involving participation from government officials, contractors, consultants, and the community. Data collection was conducted through in-depth interviews and analysis of relevant documents, followed by thematic analysis to identify significant factors. The findings indicate that the ability to provide services according to plan, responsiveness and agility in service delivery, and the assurance of safety in service use are the primary factors affecting user satisfaction. Additionally, the consultants' understanding of user needs and expectations, as well as the quality of the physical appearance of services, were also found to be crucial aspects of project success. Furthermore, this study offers actionable recommendations to improve regulatory and oversight systems as well as the capacity of relevant institutions. These findings provide a novel contribution by addressing the multi-dimensional nature of road infrastructure challenges, paving the way for more sustainable and effective project outcomes.Keywords: Factor analysis, road improvement project, Semarang City Penelitian ini bertujuan untuk mengeksplorasi faktor-faktor yang mempengaruhi pelaksanaan proyek peningkatan jalan di Kota Semarang, yang semakin krusial akibat pertumbuhan penduduk dan meningkatnya volume lalu lintas. Penelitian ini mengidentifikasi elemen-elemen kunci yang berperan dalam keberhasilan proyek peningkatan jalan dari berbagai perspektif. Metodologi yang digunakan adalah pendekatan kualitatif, melibatkan partisipasi dari pemerintah, kontraktor, konsultan, dan masyarakat. Pengumpulan data dilakukan melalui wawancara mendalam dan analisis dokumen yang relevan, kemudian dianalisis secara tematik untuk mengidentifikasi faktor-faktor yang signifikan. Temuan penelitian menunjukkan bahwa kemampuan untuk memberikan pelayanan sesuai dengan perencanaan, responsivitas dan ketanggapan dalam memberikan pelayanan, serta jaminan keamanan dalam penggunaan layanan merupakan faktor utama yang mempengaruhi kepuasan pengguna. Selain itu, pemahaman konsultan terhadap keinginan dan kebutuhan pengguna serta kualitas tampilan fisik pelayanan juga terbukti menjadi aspek penting dalam keberhasilan proyek. Selain itu, penelitian ini menawarkan rekomendasi yang dapat diimplementasikan untuk meningkatkan sistem regulasi dan pengawasan serta kapasitas institusi terkait. Temuan ini memberikan kontribusi baru dengan membahas sifat multi-dimensi tantangan infrastruktur jalan, membuka jalan untuk hasil proyek yang lebih berkelanjutan dan efektifKata kunci: Analisis factor, proyek peningkatan jalan, Kota Semarang 
STRATEGI MANAJEMEN RESIKO PADA PROYEK PENGENDALIAN BANJIR DAN ROB SUNGAI LOJI – BANGER PAKET 1 Perwiranegara, Alamsyah Fatih; Wibowo, Kartono; Mudiyono, Rachmat
Jurnal Teknik Sipil Giratory UPGRIS Vol 5, No 2: Desember 2024
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v5i2.21968

Abstract

Risk management in the form of initial mitigation by considering internal and external factors and issues will be able to narrow the gap in making predictions and strategies to accelerate the completion time of work until it is completely completed. The Loji-Banger River Flood and Robo Control Project Package 1 is one of the government's strategic projects which aims to overcome tidal floods on the north coast of Pekalongan City. Risk assessment is carried out in several stages from risk identification to mitigation suggestions to reduce the scale of risk from inherent risk to residual risk which shows that of the 35 variables assessed, all risk factors have decreased on the risk scale, however there are several risk factors that are of particular concern. because the residual risk is still at a moderate level, so very tight controls or control are needed because it could potentially cause a gap in the work acceleration target time, including possible risks due to delays in material delivery (X2), possible risks due to some of the work land not being free (X11 ), possible risks due to the DIPA Budget Refocusing Issue, its influence on cash flow (X18), possible risks due to the influence of the company's financial condition on the project action plan (X19), possible risks due to errors in preparing work sequences or work zoning (X27).
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