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All Journal Journal of Advanced Civil and Environmental Engineering Journal of Golden Generation Multidisciplinary Journal of Research and Public Horizons
Rachmat Mudiyono
Sultan Agung Islamic University
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Location Analysis of City Public Transport Shelters in Commercial Corridors (Case Study: Jl. Dr. Wahidin, Pekalongan City) Ardiana Yuli Puspitasari; Eko Arief Budiarto; Rachmat Mudiyono
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 4, No 1 (2021): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.4.1.20-34

Abstract

Dr. Wahidin Street is one of the important corridors in Pekalongan City and passed by the city's public transportation. When viewed the arrangement of land use in the vicinity, this corridor is dominated by trade, services, housing, education, and office activities. This makes the potential for population attraction and movement using public transportation modes in this road corridor relatively large. However, along the corridor, currently, only 1 (one) shelter is available, and it is rarely used by passengers. The main reason is that the distance to the existing shelter is too far. Currently, passenger boarding and disembarking activities are still carried out in any place so that they often obstruct traffic flow and endanger passengers. The purpose of this study is to determine the number and location of shelters to accommodate the needs of passengers in the corridor of Dr. Wahidin Street, Pekalongan. The analysis method in this research is a quantitative analysis using the Set Covering Problem and analysis tools using ArcGis and Lingo 8.0 software. The results showed that the number of shelters needed was 4 (four) units with 2 locations each in the West of the road (Dr. Wahidin Shelter and in front of PPIP Wholesale Market) and 2 in the East of the road (around the Pandu Shop and the Honda Dealer).
Sifat - Sifat Teknis Beton Fast Track Dengan Pedel Sebagai Material Substitusi Semen Untuk Perkerasan Jalan Naufal Hilmi Fahar; Tri Riskyanto; Rachmat Mudiyono; Juny Andry Sulistyo
Journal of Research and Public Horizons Vol. 2 No. 2 (2026): Journal of Research and Public Horizons
Publisher : PT. Lembaga Penerbit Penelitian Nusantara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.65244/jrph.v2i2.1106

Abstract

Beton Fast Track adalah beton yang cepat mengeras dan tidak membutuhkan waktu yang lama untuk bisa digunakan sebagai landasan jalan raya. Beton dibuat menggunakan pasir dan semen, sehingga diperlukan bahan baru sebagai inovasi yang dapat menggantikan (substitusi) pasir dan semen. Oleh karena itu, dilakukan penelitian terhadap beton dengan menggunakan material lokal seperti Pedel sebagai bahan substitusi semen tanpa mengurangi mutu beton. Penelitian ini dilakukan dengan tujuan mengetahui pengaruh Pedel sebagai material substitusi semen terhadap Kuat Tekan dan Kuat Lentur pada Beton Fast Track. Pada penelitian ini digunakan komposisi Pedel dengan persentase 0%, 5%, 10% dan 15% serta terdapat bahan tambah Superplasticizer Tipe F sebanyak 0,7% dari berat semen. Benda uji yang dibuat berupa Silinder dengan diameter 15 cm dan tinggi 30 cm serta Balok berdimensi penampang 15 cm x 15 cm dengan panjang 60 cm. Pengujian yang dilakukan meliputi pengujian Kuat Tekan dan Kuat Lentur terhadap Beton Fast Track dengan umur beton 3, 5 dan 7 hari. Hasil Pengujian Beton Fast Track menunjukkan Job Mix Design terbaik ada pada Variasi III (Pedel 10%) dengan Nilai Kuat Tekan sebesar 264,46 kg/cm2 dan Nilai Kuat Lentur sebesar 31,21 kg/cm2 pada beton umur 7 hari.
Analisis Kinerja Ruas Jalan Akibat Proyek Rekonstruksi Jalan Dengan Metode PKJI 2023 Dan Mikrosimulasi PTV VISSIM Lia Adhe Widjanarko; Wildan Kurnia Agusti; Rachmat Mudiyono; Juny Andry Sulistyo
Journal of Golden Generation Multidisciplinary Vol. 2 No. 5 (2026): Oktober: Journal of Golden Generation Multidisciplinary
Publisher : PT. Lembaga Penerbit Penelitian Nusantara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.65244/jggm.v2i5.1132

Abstract

Jalan Raya Kaligawe merupakan jalan arteri primer yang mendukung pergerakan menuju kawasan industri, Pelabuhan Tanjung Emas, dan jaringan Jalan Tol Semarang–Demak. Pelaksanaan rekonstruksi yang menutup jalur lambat mengurangi ruang lalu lintas dan berpotensi menurunkan kinerja ruas jalan. Penelitian ini bertujuan menganalisis kinerja Jalan Raya Kaligawe STA 3+600 – 4+600 KA arah Demak–Semarang sebelum dan saat pelaksanaan rekonstruksi, serta memodelkan kondisi lalu lintas menggunakan mikrosimulasi PTV VISSIM dan membandingkan hasilnya dengan analisis PKJI 2023. Penelitian menggunakan pendekatan kuantitatif melalui survei geometrik, volume lalu lintas, hambatan samping, komposisi kendaraan, dan kecepatan. Kinerja ruas dianalisis menggunakan PKJI 2023, sedangkan PTV VISSIM digunakan untuk memodelkan kondisi operasional serta membandingkan kecenderungan hasil sebelum dan saat rekonstruksi. Hasil PKJI 2023 menunjukkan kapasitas menurun dari 5232,60 menjadi 3359,20 smp/jam, derajat kejenuhan meningkat dari 0,36 menjadi 0,48, dan tingkat pelayanan turun dari LOS B menjadi LOS C. Kecepatan tempuh menurun dari 57 menjadi 55 km/jam, sedangkan waktu tempuh meningkat dari 63,16 menjadi 65,45 detik/km. Model PTV VISSIM memenuhi kriteria validasi dengan nilai GEH kurang dari 5 serta menunjukkan peningkatan waktu tempuh dan tundaan. Kedua metode membuktikan bahwa penutupan jalur lambat selama rekonstruksi menurunkan kinerja operasional ruas jalan.
Analysis of the Addition Of Binding Wire and Ethylene Vinyl Acetate on the Stability And Flow Performance of Asphalt Treated Permeable Superpavement for Coastal Road Pavement Ferdiano Yogi Pradana Yogi Pradana; Rachmat Mudiyono
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol. 9 No. 1 (2026): April
Publisher : Engineering Faculty, Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.9.1.70-83

Abstract

The Pantura national road in Indonesia, frequently experiences problems with waterlogging, mostly caused by extreme weather conditions such as continuous rain, resulting in flooding and rising sea levels that inundate the road construction. To address these issues, an unconventional asphalt pavement design is needed. This study aims to create a Superpave (Superior Performing Asphalt Pavements) graded asphalt composition with EVA (Ethylene Vinyl Acetate) and Binding Wire additives that are expected to meet Marshall and Permeability criteria. The method used in this study is an experimental study. Test specimens were prepared and subjected to Marshall and Permeability tests. The specimens were prepared using EVA (Ethylene Vinyl Acetate) additives of 0%, 1%, 3%, and 5% and Binding Wire at 0%, 2%, 4%, 6%, and 8%. In the research results, along with the increasing percentage of EVA and Binding Wire, the highest stability value was obtained in the E0B8 Cement material variation of 2578.99 Kg. The highest Flow value was in E5B5 Cement of 3.90 mm. The highest Marshall Quotient value was in E0B8 Lime of 701.55%. The highest Void In Mineral Aggregate (VMA) and Void Filled with Asphalt (VFA) values were obtained in the E0B0 Lime material variation of 20.51% and 84.70%, respectively. The highest Void in The Mix (VIM) value was obtained in E5B8 Cement of 4.63%. While the highest Dry Density Permeability was in E5B8 of 0.92 gr/cm2 Cement and the highest Permeability Coefficient was in E0B4 of 1.64528E-05 gr/cm Limestone.
Co-Authors Ardiana Yuli Puspitasari, Ardiana Yuli Eko Arief Budiarto Ferdiano Yogi Pradana Yogi Pradana Juny Andry Sulistyo Lia Adhe Widjanarko Naufal Hilmi Fahar Tri Riskyanto Wildan Kurnia Agusti