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Yudi Sekaryadi
Teknik Sipil - Universitas Pendidikan Indonesia
Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Education Engineering Languange, Linguistic, Communication & Media Transportation

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Technical Planning Analysis of the Garut-Tasikmalaya-Cilacap Toll Road Section I (Gedebage Station 0+000 – North Garut Station 45+200) Styadi, Kiky Bagas; Akbardin, Juang; Sekaryadi, Yudi
Indonesian Journal of Advanced Research Vol. 4 No. 10 (2025): October 2025
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/ijar.v4i10.15520

Abstract

Population growth and economic activity in West Java and Central Java increase traffic volume and congestion, especially in the southern lanes that do not have toll roads. The distribution of goods and people's mobility still rely on arterial roads such as Jalan Nagreg which is narrow and prone to congestion. This study aims to analyze the planning of the Gedebage-Tasikmalaya-Cilacap Toll Road Section I of the Gedebage-North Garut section with a quantitative descriptive method. The results show segments 1–6 are heavy traffic, while segments 7–10 are smooth. Trase 2 was chosen because it was more optimal in terms of technical, cost, and environmental aspects. The planning includes 41 PIs, 79 PVIs, three main interchanges, as well as the construction of 300 mm JRCP pavement, 150 mm thin concrete, 200 mm class A concrete, and 200 mm optional stacks.
ANALISIS PENGGUNAAN TROTOAR DI KAWASAN KOTA CIANJUR Sekaryadi, Yudi; Mohamad, Dadang; Ramadhan Iskandar, Muhammad
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 5 No 1 (2024): February
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v5i1.178

Abstract

Sidewalks are provided for pedestrians located in road use areas, given a surface layer with a higher elevation than the surface of the road pavement, and generally parallel to the vehicle traffic lane. The aim of this research is to analyze the Level of Service (LoS) of sidewalks and the appropriate functions of sidewalks. and assess pedestrian path facilities in accordance with established requirements and standards. The research location is in the urban area of Cianjur City, namely the sidewalks of Jalan Adi Subuat, Jalan Siti Jenab, Jalan Suroso, Jalan Taifur Yusuf, and Jalan Ir H Juanda. The method used is the analytical survey method, namely the method of conducting a survey at the location studied. The results of the analysis show that the level of service (LoS) of the Jalan Adi Sucipta sidewalk is category D, the level of service (LoS) of the sidewalk of Jalan Siti Jenab is category D, the level of service (LoS) of the sidewalk of Jalan Suroso is category D , Level of Service (LoS) of Jalan Taifur Yusuf Category D, and Level of Service (LoS) of Jalan Ir H Juanda category C. Categories C and D are categories that are still comfortable to use but there are a few differences in categories C and D and the facilities meet applicable standards. Conclusion: Level of Service (LoS) in Cianjur City is in the comfortable category to use.
PERAN MASYARAKAT DALAM PERENCANAAN DAN PELAKSANAAN PEMELIHARAAN JALAN Sekaryadi, Yudi
Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Vol. 11 No. 1 (2025)
Publisher : Himpunan Pengembangan Jalan Indonesia (HPJI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26593/jhpji.v11i1.9067.63-74

Abstract

Abstract This study was conducted in Sidamulya Village, Jalaksana District, Kuningan Regency, in West Java Province. Sidamulya village is traversed by the Cirebon–Kuningan provincial road which is in good and moderate condition, the Jalaksana–Simpang Pejambon district road which is in moderate condition and slightly damaged, and several village roads are in moderate condition, lightly damaged, and heavily damaged. The road maintenance program in the Sidamulya Village environment is implemented based on the results of road condition surveys. Maintenance of the Cirebon-Kuningan Road Section is proposed using a routine maintenance program, while maintenance of the Jalaksana-Simpang Pejambon Road Section is proposed using a periodic maintenance program. Meanwhile, maintenance of village roads is proposed with a periodic maintenance and rehabilitation program. Implementation of road maintenance can be carried out by including village community participation through the Type IV self-management method, where planning is carried out by the government or community, while implementation and supervision are carried out by the community. The types of work that can be done by village communities are simple jobs and do not require high-tech equipment. Keywords: road conditions; community participation; road maintenance; road planning; self-management Abstrak Studi ini dilakukan di Desa Sidamulya, Kecamatan Jalaksana, Kabupaten Kuningan, di Provinsi Jawa Barat. Desa Sidamulya dilewati oleh jalan provinsi Cirebon–Kuningan yang berkondisi baik dan sedang, jalan kabupaten Jalaksana–Simpang Pejambon yang berkondisi sedang dan rusak ringan, dan beberapa jalan desa berkondisi sedang, rusak ringan, dan rusak berat. Program pemeliharaan jalan di lingkungan Desa Sidamulya dilaksanakan berdasarkan hasil survei kondisi jalan. Pemeliharaan ruas jalan Cirebon–Kuningan diusulkan menggunakan program pemeliharaan rutin, sedangkan pemeliharaan ruas jalan Jalaksana– Simpang Pejambon diusulkan dengan program pemeliharaan berkala. Sementara itu, pemeliharaan jalan desa diusulkan dengan program pemeliharaan berkala dan rehabilitasi. Pelaksanaan pemeliharaan jalan dapat dilakukan dengan me-nyertakan partisipasi masyarakat desa melalui metode swakelola Tipe IV, yang mana perencanaan dilakukan oleh pemerintah atau masyarakat, sedangkan pelaksanaan dan pengawasan dilakukan oleh masyarakat. Jenis pekerjaan yang dapat dilakukan oleh masyarakat desa adalah pekerjaan yang sederhana dan tidak memerlukan peralatan berteknologi tinggi. Kata-kata kunci: kondisi jalan; partisipasi masyarakat; pemeliharaan jalan; perencanaan jalan; swakelola
EARMARKING TAX: A SOLUTION FOR NEGLECTED PROVINCIAL ROAD MAINTENANCE Sekaryadi , Yudi
Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Vol. 11 No. 2 (2025)
Publisher : Himpunan Pengembangan Jalan Indonesia (HPJI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26593/jhpji.v11i2.9517.127-138

Abstract

Abstract The West Java Provincial Government cannot fund the entire provincial road maintenance program due to budget constraints. Therefore, it is necessary to find revenue sources that can be used to fill the funding gap. This study examines the potential revenue from earmarking taxes that can be used to finance provincial road maintenance. The study results indicate that the potential revenue generated from earmarking taxes cannot fund the entire road maintenance program, but is only sufficient to cover 100% of the routine maintenance program and 40% of the periodic maintenance program. Keywords: road maintenance; provincial roads; earmarking tax; routine maintenance; periodic maintenance Abstrak Pemerintah Provinsi Jawa Barat tidak dapat membiayai seluruh program pemeliharaan jalan provinsi karena keterbatasan anggaran. Karena itu, perlu dicari sumber-sumber pemasukan yang dapat digunakan untuk mengisi kekurangan dana yang dibutuhkan. Pada studi ini dikaji potensi penerimaan yang berasal dari pajak earmarking yang dapat digunakan untuk membiayai pemeliharaan jalan provinsi. Hasil yang diperoleh dari studi menunjukkan bahwa potensi pendapatan yang diperoleh dari pajak earmarking tidak dapat membiayai seluruh program pemeliharaan jalan, tetapi hanya cukup untuk 100% program pemeliharaan rutin dan 40% program pemeliharaan periodik. Kata-kata kunci: pemeliharaan jalan; jalan provinsi; pajak earmarking; pemeliharaan rutin; pemeliharaan periodik
EFFECT OF MANUAL CONCRETE CASTING METHODS ON THE PERFORMANCE OF RIGID PAVEMENT Yudi Sekaryadi
Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Vol. 12 No. 2 (2026)
Publisher : Himpunan Pengembangan Jalan Indonesia (HPJI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26593/jhpji.v12i2.10732.137-148

Abstract

Abstract This study aims to analyze the effect of manual concrete casting methods on the performance of rigid pavement. The research methodology includes a review of the SNI Pd T-14-2003 standard and the 2013 General Specifications for Road and Bridge Works, field observations of construction activities, and the execution of slump tests, compressive strength tests, and thickness measurements. Manual concrete mixing was observed in this study due to the project's remote location and the lack of access to a batching plant. Slump testing on 30 specimens showed that 25 specimens yielded values ​​within the 20 mm to 60 mm range, while 5 specimens exceeded the maximum limit but remained within tolerance limits. Compressive strength testing on 20 specimens resulted in an average strength of 350.40 kg/cm², with a standard deviation of 1.39, a coefficient of variation of 0.4%, and a characteristic compressive strength of 350.06 kg/cm². The average pavement thickness across 20 test points was 270.88 mm; only 3 test points yielded values ​​below the design thickness, yet these remained within tolerance limits. Thus, it can be concluded that manual mixing and casting methods do not result in significant differences compared to methods utilizing batching plant equipment. Keywords: manual concrete casting; rigid pavement; slump test; compressive strength; pavement thickness Abstrak Penelitian ini bertujuan untuk menganalisis pengaruh metode pengecoran beton secara manual terhadap kinerja perkerasan kaku. Metodologi penelitian mencakup tinjauan terhadap standar SNI Pd T-14-2003 dan Spesifikasi Umum Pekerjaan Jalan dan Jembatan Tahun 2013, observasi lapangan terhadap kegiatan konstruksi, serta pelaksanaan uji slump, uji kuat tekan, dan pengukuran ketebalan. Pencampuran beton secara manual diamati dalam penelitian ini karena lokasi proyek yang terpencil dan kurangnya akses ke batching plant. Dari pengujian slumo terhadap 30 benda uji, 25 benda uji memberikan nilai slump pada rentang 20 mm hingga 60 mm, sedangkan 5 benda uji memberikan nilai slump melampaui batas maksimum namun tetap berada dalam batas toleransi. Pengujian kuat tekan pada 20 benda uji menghasilkan kekuatan rata-rata sebesar 350,40 kg/cm², dengan deviasi standar 1,39, koefisien variasi 0,4%, dan kuat tekan karakteristik sebesar 350,06 kg/cm². Ketebalan perkerasan rata-rata dari 20 titik uji adalah 270,88 mm, dan hanya 3 titik uji yang memberikan nilai di bawah ketebalan desain, namun nilainya tetap berada dalam batas toleransi. Dengan demikian, dapat disimpulkan bahwa metode pencampuran dan pengecoran secara manual tidak menghasilkan perbedaan yang signifikan dibandingkan dengan metode yang menggunakan peralatan batching plant. Kata-kata kunci: pengecoran beton manual; perkerasan kaku; uji slump; kuat tekan; ketebalan perkerasan
Co-Authors Alkhadar, Fachmi Alpaqih, Nauval Fajar Assidik, M Fikri Edi Suryadi, Edi Fajriansah, Zairofi Fitriyani, Zihan Hariansyah, Wan Wan Hermawan, Retno Angelina Hilman, Asep Ilham Ilham Juang Akbardin Kamil, Reza Nurwari Khoerunnisa, Siti Tsana Majid, M Sahrul Mohamad Nurdin, Dadang Mohamad, Dadang Natawidjana, Rochany Nurdiyansyah, Irsan nurhalim, irman Putri, Siti Saptiani Ramadhan Iskandar, Muhammad Setiawan, Devi Siti Nurasiyah, Siti Styadi, Kiky Bagas Suci Pratiwi Wimpy Santosa