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Analisis Kinerja Pelayanan Gardu Tol Pekanbaru-Dumai Syofa; Djuniati, Sri; Saut MM, Horas
SAINSTEK Vol. 12 No. 1 (2024)
Publisher : Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/js.v12i1.197

Abstract

Standar pelayanan minimal jalan tol terdiri dari delapan substansi pelayanan yaitu kondisi jalan tol, kecepatan tempuh rata-rata, aksesibilitas, mobilitas, keselamatan, unit pertolongan/penyelamatan dan bantuan pelayanan, lingkungan, dan tempat istirahat.  Aksesibilitas merupakan ukuran pelayanan yang harus dicapai yang berkaitan dengan kemudahan interaksi antara pengguna tol dengan fasilitas pada jalan tol yaitu gardu tol. Aksesibilitas merupakan standar yang mengatur waktu pelayanan/transaksi gardu dan panjang antrian kendaraan pada gardu. Tol Pekanbaru-Dumai merupakan GTO dengan sistem tertutup. Teori antrian digunakan untuk menganalisis intensitas lalu lintas dan intensitas antrian pada gardu tol. Berdasarkan analisis jumlah kedatangan kendaraan pada umur rencana jalan 15 tahun yaitu 2.811 smp/jam, dengan analisis waktu kendaraan dalam antrian  adalah 44 detik dan jumlah kendaraan dalam antrian  adalah 11 smp, dengan waktu pelayanan maksimal 4 detik. Hal tersebut masih sesuai dengan standar jalan tol pada gardu masuk. Namun, waktu pelayanan ? 5 detik, akan terjadi antrian (? > 1). Untuk meminimalisir antrian bisa diupayakan dengan meminimalisir waktu pelayanan, modifikasi tipe gardu, atau dengan membuat satu lajur baru.
Inventarisasi Bangunan dan Fasilitas Perlengkapan Jalan Pada Jalan Garuda Sakti Purba, Mika; Saut MM, Horas; Djuniati, Sri; Elianora; Visti Rurianti, Dwi; Gussyafri, Haji
Jurnal Vokasi Manajemen Dan Rekayasa Infrastruktur Sipil Vol. 2 No. 2 (2025): JULI - DESEMBER 2025
Publisher : Teknik Sipil Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56208/jvmatriks.v2i2.22

Abstract

Jalan Garuda Sakti is a provincial road that connects Pekanbaru City and Kampar Regency and serves as the boundary between inner-city and outer-city road segments. Road buildings and traffic equipment facilities are essential components in supporting road functionality, safety, and user comfort. This study aims to inventory the availability and identify the needs of road buildings and equipment facilities along both segments. A quantitative approach was employed through field surveys. The results indicate that no road buildings were available on either inner-city or outer-city segments. Of the nine types of road equipment facilities assessed, the inner-city segment was equipped with only two types, namely traffic signs and street lighting, while the outer-city segment had only traffic signs. The analysis of facility requirements shows that the inner-city segment requires roadside drainage channels, 17 street lighting units, 32 traffic signs, and two types of road markings. Meanwhile, the outer-city segment requires roadside drainage channels, 33 street lighting units, 28 traffic signs, and two types of road markings. Overall, the findings reveal that road buildings and equipment facilities are still inadequate in both segments, particularly in the outer-city area, highlighting the need for accelerated infrastructure development to improve traffic safety, comfort, and  mobility.
Analisa Produktifitas Alat Berat Pada Pekerjaan Timbunan Tanah Dan Perkerasan Berbutir Studi Kasus Jl.Kampus UNRI Abdi Digdaya, Fikhri; Visti Rurianti , Dwi; Djuniati, Sri; Saut MM, Horas; M Shalahuddin, M; Gussyafri, Haji
Jurnal Vokasi Manajemen Dan Rekayasa Infrastruktur Sipil Vol. 2 No. 2 (2025): JULI - DESEMBER 2025
Publisher : Teknik Sipil Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56208/jvmatriks.v2i2.23

Abstract

This study analyzes the productivity of heavy equipment used in embankment and granular pavement works on Jalan Kampus Universitas Riau. The efficiency of heavy equipment utilization plays an important role in determining project duration and operational costs in road construction. This research compares two alternatives of heavy equipment usage: the configuration applied by the project contractor and an alternative proposed by the author. The methodology includes field observations, primary and secondary data collection, and quantitative analysis of equipment productivity, work duration, and operational costs. The results show that the productivity of field equipment includes an Excavator CAT 320 GX of 90.888 m³/hour, Dump Truck Mitsubishi FE SHD 136PS of 2.452 m³/hour, Motor Grader CAT 120 of 554.850 m²/hour, Vibratory Roller SAKAI SV526 of 255.15 m²/hour, Water Tank Truck Mitsubishi Colt Diesel FE 74 HD of 97.2 m³/hour, and Bulldozer CAT D4C of 37.583 m³/hour. The total project duration is 65 working days with an operational cost of Rp2,898,885.96 per hour. Comparative analysis indicates that the alternative equipment configuration offers better time and cost efficiency, making it suitable as a reference for similar projects.