Article Per Year (5 Year)
p-Index From 2021 - 2026
0.61
P-Index
This Author published in this journals
All Journal JUSTER: Jurnal Sains dan Terapan Prosiding Seminar Nasional Rekayasa Teknologi Industri dan Informasi ReTII
Ircham
Unknown Affiliation
Aerospace Engineering Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Electrical & Electronics Engineering Energy Engineering Environmental Science Immunology & microbiology Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Physics Transportation

Published : 3 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 3 Documents
Search

 1 
Evaluasi Perkerasan Lentur Menggunakan Metode Bina Marga 2017 dan AASHTO 1993 pada Jalan Denggung – Wonorejo, Sleman Ottu, Martho; Ircham; Veronica Diana A.
Retii Vol 18 No 1 (2023): Prosiding Seminar Nasional ReTII ke-18 (Edisi Penelitian)
Publisher : Institut Teknologi Nasional Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Ruas Jalan Denggung – Wonorejo Kabupaten Sleman merupakan salah satu jalan arteri di Yogyakarta. Jalan tersebut merupakan jalur lalu lintas dengan volume kendaraan yang relatif tinggi. Berdasarkan hal tersebut dilakukan evaluasi struktural perkerasan lentur dan membandingkan tebal perkerasan, dengan dua metode yaitu Manual Desain Perkerasan Jalan 2017 dan AASHTO 1993 sebagai pembanding agar diketahui parameter-parameter apa saja yang menyebabkan perbedaan hasil perhitungan kedua metode. Peneliti menggunakan data sekunder yang diperoleh dari Bina Marga, Daerah Istimewa Yogyakarta. Dari data tersebut, perhitungan rencana tebal perkerasan dilakukan dengan metode Manual Desain Perkerasan Jalan 2017 dan AASHTO 1993. Selanjutnya dilakukan kontrol menggunakan program KENPAVE untuk mengetahui gaya-gaya yang terjadi seperti tegangan, regangan, dan lendutan. Tebal perkerasan metode Manual Desain Perkerasan Jalan, 2017 diperoleh AC – WC 4 cm dan AC – BC 6 cm. CTB 15 cm dan LPA Kelas A 15 cm. metode AASHTO 1993 diperoleh AC – WC 5 cm, AC – BC 6 cm. Laston MS 744 25 cm, LPA Kelas A 4 cm. Hasil KENPAVE Nilai tegangan dan regangan hasil analisis dengan program KENPAVE terjadi sebesar 0,03910 pada kedalaman 21,4997 cm (dibawah lapisan permukaan). Pada kedalaman 52,5030 cm diperoleh nilai tegangan dan regangan penyebab kerusakan berupa rutting sebesar 0,03998 da
Analisis Kemampuan dan Kemauan (ATP dan WTP) Penumpang Angkutan Kota Trans Jogja Jalur 5a Vera Pramudyasari; Ircham; Herna Puji Astutik
Retii Vol 18 No 1 (2023): Prosiding Seminar Nasional ReTII ke-18 (Edisi Penelitian)
Publisher : Institut Teknologi Nasional Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Trans Jogja is expected to improve the existing urban transportation system in the Yogyakarta area, so as to create safe, comfortable and timely urban public transportation, especially Trans Jogja route 5A where this route is a route that passes through work centers, shopping centers and campuses so that the quality of service must be improved. to the wider community. Primary data was obtained by providing questionnaires for Trans Jogja Line 5A users. Secondary data is obtained from BPS (Central Static Agency) Yogyakarta Province which then the data is analyzed. Results of data analysis to determine the ability (ATP) and willingness (WTP) to pay Trans Jogja fares. From the results of the analysis of the ability of Trans Jogja Line 5A passengers based on questionnaires distributed to 100 respondents, from the results of surveys and calculations that have been carried out for ATP amounting to Rp. 5,763.46. The amount of value (WTP) is IDR 3,060 from the results obtained by the higher level of community ability.
Analisis Pengaruh Kendaraan Yang Melakukan Putar Balik Terhadap Kinerja Ruas Jalan (Studi Kasus Pada U–Turn Jl. Bypass Padang) Aufa Fadhil; Ircham; Veronica Diana Anis
JUSTER : Jurnal Sains dan Terapan Vol. 3 No. 1 (2024): JUSTER: Jurnal Sains dan Terapan
Publisher : Jompa Research and Development

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57218/juster.v3i1.1006

Abstract

Transportation has an important role in human life, because transportation has a big influence on society, economic and social political development of a country. research discusses   analysis of influence of vehicles making a U-turn on Bypass No. KM 15, Aie Pacah, Tangah City, Padang City, West Sumatra. Research purposes is to determine level of service that occurs in traffic flow, to obtain this aim PKJI 2014 is used. This research obtains average travel time for vehicles making a U-Turn, length of queue when making a U-Turn, average travel time average number of vehicles disturbed and not disturbed by U-Turns and knowing level of service on that road section. From data processing it can be concluded that peak hour vehicle speeds are slower than non-peak hour vehicle speeds due to high traffic flow. Meanwhile, waiting time when a vehicle is about to turn around, during peak hours vehicles wait longer than during non-peak hours because volume of vehicles is denser during peak hours. Average queue length in opposite direction during peak hours is longer than during non-peak hours due to the density of vehicles during peak hours, it can be concluded that level of service C.
Co-Authors Aufa Fadhil Herna Puji Astutik Ottu, Martho Vera Pramudyasari Veronica Diana A. Veronica Diana Anis