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All Journal Spektrum Sipil Jurnal Teknika : Jurnal Teoritis dan Terapan Bidang Keteknikan
Supiyan, Supiyan
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Civil Engineering, Building, Construction & Architecture Computer Science & IT Engineering Industrial & Manufacturing Engineering Mechanical Engineering Transportation

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ANALISIS HAMBATAN SAMPING DI SEGMEN KULINER TAMAN TUNGGAL SANGOMANG KOTA PALANGKA RAYA Harahap, Ega Saputra; Riani, Desi; Supiyan, Supiyan
Jurnal Teknika: Jurnal Teoritis dan Terapan Bidang Keteknikan Vol. 8 No. 2 (2025): Jurnal Teknika: Jurnal Teoritis dan Terapan Bidang Keteknikan, April 2025
Publisher : Fakultas Teknik Universitas Palangka Raya

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Abstract

Side friction often found in several side of roads, especially on the other side of the road between incoming and outgoing activity vehicle segment of the road, pedestrians, parking and vehicle stops, as well as non-motorized transport across the road segment. Side friction is what often causes congestion on roads. Therefore the Yos Sudarso road in Palangka Raya, problem will arise that affect the performance of the road section. This study was conducted to determine how much influence the side friction of the road section on the performance of the road on Yos Sudarso Road Taman Kuliner Tunggal Sangomang section Palangka Raya City. The method used in this study uses PKJI 2014. To finde volume, capacity, service level and road performance that are affected by side friction on the roads. From the research results obtained traffic volume (Q), at peak hour on Saturday 26 November 2022 at 6.00 – 7.00 PM obtained Q = 816 skr/hour amount of side frictions obtained 102 with class of side friction low (R). from the results of the performance of the road segment, obtained capacity of Yos Sudarso road is 3457,08 skr/hour. There was a decrease capacity due to side friction to 2965, 25 skr/hour. And the degree of saturation (DJ) reach 0,32 which is includedin the level of service for road B with a stable traffic flow but the operating flow,but the operating speed is starting to be limited due to traffic conditions
PEMANFAATAN PASIR BEKAS TAMBANG EMAS UNTUK CAMPURAN LAPIS TIPIS ASPAL PASIR (LATASIR): Utilization of Ex-Gold Mining Sand for Mixed Layers Thin Asphalt Sand Yani, Achmad; Desriantomy, Desriantomy; Supiyan, Supiyan
Spektrum Sipil Vol 9 No 1 (2022): SPEKTRUM SIPIL
Publisher : Jurusan Teknik Sipil Fakultas Teknik Universitas Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/spektrum.v9i1.219

Abstract

Lapis tipis aspal pasir (Latasir) merupakan campuran aspal panas sebagai lapis permukaan jalan yang banyak menggunakan pasir, kebutuhan akan material pasir juga meningkat dengan adanya pembangunan prasarana jalan yang semakin pesat. Material yang baik akan mempengaruhi kualitas jalan, penggunaan pasir bekas tambang emas yang ada di desa Hampalit dapat meningkatkan nilai karakteristik Marshall dan dapat memperoleh fleksibilitas pada campuran Latasir. Metode yang digunakan dalam penelitian ini menggunakan metode uji Marshall dengan membuat variasi kadar aspal, Penelitian ini bertujuan untuk membandingkan pasir bekas tambang emas didua titik pegambilan disatu desa yaitu Lokasi 1 (STA 7+300) dan Lokasi 2 (STA 8+700). Berdasarkan hasil pemeriksaan Sifat-sifat fisik agregat dilaboratorium untuk Lokasi 1 (STA 7+300) pada saringan No.200 lolos sebanyak 4,24% sedangkan umtuk Lokasi 2 (STA 8+700) pada saringan No.200 lolos sebanyak 8,04%. Kemudian didapat nilai variasi kadar aspal masing-masing komposisi. Untuk komposisi I (STA 7+300) dengan variasi kadar aspal yaitu 6%, 6,5%, 7%, 7,5%, 8% dan untuk komposisi II (STA 8+700) dengan variasi kadar aspal yaitu 6,5%, 7%, 7,5%, 8%, 8,5%. Sehingga masing-masing komposisi campuran menggunakan pasir bekas tambang emas semua Parameter Marshall memenuhi spesifikasi yang disyaratkan oleh Bina Marga tahun 2018 (revisi 2) dimana kedua komposisi tersebut memiliki karakteristik yang berbeda, yaitu didapat nilai Kadar Aspal Optimum (KAO) Kompsoisi I (STA 7+300) sebesar 7,93% dan Kadar Aspal Optimum (KAO) komposisi II (STA 8+700) sebesar 8,20%.
ANALISIS BIAYA OPERASIONAL KENDARAAN, WILLINGNESS TO PAY DAN ABILITY TO PAY PADA LAYANAN BUS AKAP JURUSAN PALANGKA RAYA - BANJARMASIN Indrawan, Muhammad Yoggie; Robby, Robby; Supiyan, Supiyan
Jurnal Teknika: Jurnal Teoritis dan Terapan Bidang Keteknikan Vol. 9 No. 1 (2025): Jurnal Teknika: Jurnal Teoritis dan Terapan Bidang Keteknikan, Oktober 2025
Publisher : Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/jt.v9i1.9581

Abstract

Transportation is one of the essential means of human needs. In this modern era and with the increasing population density in urban areas, transportation is highly necessary to meet an individual's needs in carrying out activities or moving from one place to another, whether it be short distances or long distances. Transportation is the lifeline of national development in facilitating the flow of people, goods, and information as a support for the optimal allocation of economic resources. Therefore, transportation services must be adequately available, evenly distributed, and affordable to the purchasing power of the society. Data on the components of vehicle operational costs were obtained through an interview with the manager of PO. Logos buses, and then the data were analyzed using the Pacific Consultants International (PCI) method, and the amount of vehicle operating costs incurred by PO. Logos. To determine the Ability To Pay (ATP) and Willingness To Pay (WTP) values, the required data is obtained through the distribution of a questionnaire via Google Form, which is filled out by passengers of the PO. Logos bus company. The data analysis results indicate that the operational cost of the vehicle is 15,065.6753/km and the fare based on the Cost of Service (COS) is Rp. 106,811.133, based on the Ability To Pay (ATP) is Rp. 145,054.33, and the Willingness To Pay (WTP) value is Rp. 101,903.00. A primary survey needs to be conducted to obtain the existing load factor value for tariff calculations.
Co-Authors Desi Riani Desriantomy Desriantomy Harahap, Ega Saputra Indrawan, Muhammad Yoggie Robby, Robby Yani, Achmad