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Supiyan, Supiyan
Universitas Palangka Raya
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 Education Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Mechanical Engineering Transportation Other

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Analisis Kondisi Dan Penanganan Kerusakan Jalan Dengan Metode PCI Dan Bina Marga (Studi Kasus Jalan Simpang Kurun Sei Hanyo Petak Bahandang Gunung Mas) Ramadhan, Moh Biagi; Supiyan, Supiyan; Elvina, Ina
Jurnal Basement : Jurnal Teknik Sipil Vol. 3 No. 2 (2025): Jurnal Basement : Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/basement.v3i2.20861

Abstract

The existence of road infrastructure is very important to facilitate the functioning of the transportation system, economic activities, and public movement effectively. One of the major problems in the field of infrastructure is road damage. Damage to the road surface due to vehicle loads and environmental conditions requires appropriate maintenance strategies to maintain its operational capabilities. The Simpang Kurun – Sei Hanyo – Petak Bahandang road in Gunung Mas Regency is one of the main routes that experiences damage with various degrees of severity, thus requiring a proper handling analysis. This study aims to analyze the types of road damage, evaluate the surface condition of the road, and identify suitable maintenance methods, including cost estimates for repairs. The research methods used include the Pavement Condition Index (PCI) and the Bina Marga approach. Traffic volume data were recorded during visual surveys. The average pavement condition index (PCI) is 57.5 (considered fair), with an average daily traffic volume (ADT) of 1,006 vehicles per day (classified as traffic class 4), and a condition value of 1.4 according to the Bina Marga method with a priority index of 11.6 indicating the need for routine maintenance. The total maintenance cost is estimated to reach Rp78,689,226.47. Based on these results, the recommended strategy includes routine maintenance for minor damages, patching and overlay for moderate damages, and reconstruction of the pavement on segments with severe damage. In conclusion, the road conditions in the study area require serious attention with a combination of short-term and long-term measures to improve the quality of road service and support the mobility of the people in Gunung Mas District.
ANALISIS HAMBATAN SAMPING DI SEGMEN KULINER TAMAN TUNGGAL SANGOMANG KOTA PALANGKA RAYA Ega Saputra Harahap; Desi Riani; 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

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/jt.v8i2.23020

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
MECHANICAL PERFORMANCE OF NYLON FIBER-BASED FIBER CONCRETE WITH ARTIFICIAL COARSE AGGREGATE FROM TANGKILING CLAY Liliana Sahay; Abertun Sagit Sahay; Supiyan; Syahrozi; Giris Ngini; Theo Fransisco
BALANGA: Jurnal Pendidikan Teknologi dan Kejuruan Vol. 14 No. 1 (2026): Journal Balanga Edisi Januari-Juni 2026
Publisher : Jurusan Pendidikan Teknologi dan Kejuruan, FKIP, Universitas Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37304/balanga.v14i1.25743

Abstract

This study investigates the physical properties of artificial coarse aggregate produced from Tangkiling clay and examines the influence of nylon fiber addition on the bulk density, compressive strength, and flexural strength of fiber-reinforced concrete. The aggregate was manufactured by firing clay at 1000°C for 15 minutes. Results indicate that the produced aggregate does not qualify as lightweight aggregate under SNI 03-2461-2002, with a maximum bulk density of 984 kg/m³, exceeding the 880 kg/m³ limit. The fiber-reinforced concrete exhibited bulk densities between 1,830 and 1,855 kg/m³. Incorporating 0.4% nylon fiber increased the bulk density above 1,850 kg/m³, classifying the mix as normal-weight concrete. Mixes containing 0.20–0.40% nylon fiber met the structural lightweight concrete requirement with compressive strengths exceeding 17.24 MPa, while 0.36% fiber content achieved the highest compressive strength of 20.03 MPa. Flexural strength ranged from 2.40 to 2.80 MPa, surpassing the 2.3 MPa minimum set by SNI 2461-2014, with the optimal value of 2.79 MPa recorded at 0.23% fiber content.
KARAKTERISTIK PENGGUNAAN PASIR DAN BATU HASIL LIMBAH TAMBANG EMAS SEBAGAI CAMPURAN SEBAGIAN HRS-BASE BASE Dion Pratama Amyano Dion; Ina Elvina; Supiyan
Density (Development Engineering of University) Journal Vol. 5 No. 1 (2022)
Publisher : Universitas Muhammadiyah Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35747/deuj.v5i1.408

Abstract

Jalan adalah sarana akses penghubung dari satu tempat ke tempat lain. Agar didapat akses jalan yang baik, maka dari perancangan dan pembangunan jalan harus diperhatikan kualitas pekerjannya. Penelitian ini memanfaatkan limbah batu tambang emas dan pasir limbah tambang emas diharapkan dapat menjadi material alternatif di daerah tersebut sekaligus menjadi salah satu langkah penanganan pengurangan limbah dengan meningkatan nilai fungsinya. Tujuan penelitian ini adalah menganalisis apakah limbah batu dan pasir bekas tambang emas dapat memenuhi persyaratan/spesifikasi yang ditentukan Bina Marga untuk campuran Hot Rolled Sheet-Base (HRS-BASE). Menganalisis karakteristik Marshall penggunaan batu dan pasir limbah tambang emas. Menganalisis nilai kadar substitusi optimum limbah batu tambang emas sebagai pengganti sebagian agregat kasar dan pasir bekas tambang emas pada campuran Hot Rolled Sheet-Base (HRS-BASE). Dari nilai Kadar Aspal Optimum (KAO) didapat nilai parameter Marshall pada komposisi I dengan Kadar Aspal Optimum (KAO) sebesar 7,27% didapat nilai stabilitas 936,547 kg,Flow 3,23 mm,rongga dalam campuran (VIM) 4,292%,rongga terisi aspal (VFB) 78,582% dan hasil bagi Marshall 291,716 kg/mm. Hasil parameter Marshall dengan substitusi batu limbah tambang dengan Variasi sebesar 25%,Stabilitas sebesar 1250,10 kg,Flow sebesar 3,24 mm,VIM sebesar 4,80 %,VFB sebesar 77,55 %,dan MQ sebesar 390,00 kg/mm.
Pengaruh Campuran Serbuk Kayu Sengon Dan Abu Cangkang Karet Sebagai Filler HRS-Base Nataliyus Leonardo Tarung; Salonten Salonten; Supiyan Supiyan
Jurnal Basement : Jurnal Teknik Sipil Vol. 4 No. 1 (2026): Jurnal Basement : Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/basement.v4i1.24814

Abstract

Both coarse and fine aggregates in asphalt mixtures actually contain natural fillers, but the amount does not meet the specifications. Therefore, this study aims to analyze the effect of utilizing rubber shell ash and sengon wood ash as additional fillers in HRS-Base (Hot Rolled Sheet-Base) hot mix asphalt. The mixture characteristics were evaluated through Marshall testing to obtain the parameters of stability, flow, VMA, VIM, VFB, and Marshall Quotient. At a filler content of 6%, the mixture with sengon ash produced a stability of 912.582 kg and rubber shell 901.636 kg. The flow values were 3.257 mm and 3.2 mm, respectively. VMA was recorded at 21.436% and 21.316%, while VIM was 4.98% and 4.83%. VFB reached 76.774% and 77.329%, with a Marshall Quotient of 280.330 kg/mm and 282.057 kg/mm. At a content of 7.5%, the stability of the mixture was 905.700 kg for sengon and 912.831 kg for rubber shell, with a flow of 3.130 mm and 3.233 mm. VMA is 21.080% and 21.062%, VIM is 4.55% and 4.53%, and VFB is 78.423% and 78.546%. The Marshall Quotient is 289.440 kg/mm and 283.180 kg/mm, respectively. At a 9% content, stability improved to 934.226 kg (sengon) and 927.094 kg (rubber shell), with volumetric characteristics and Marshall Quotient indicating better performance of the mixture.
Co-Authors Abertun Sagit Sahay Agung, Hendri Agustinus Krismanto Aldo Ipantri Andani, Hersi Andreansyah . Ariandy, Pebry Dandy Setiawan Desi Riani Deskianto Deskianto Desriantomy Desriantomy Devia Devia Devia Dion Pratama Amyano Dion Doa Riska Dwi Purnomo Ega Saputra Harahap Elvina, Ina Elvina, Ina Fachmi Setiawan Ferdian Okky Saputra Sirait Giris Ngini Helda Yanti Ina Elvina Ina Elvina Ina Elvina Jose Imanuel Julius Evandanata Laufried Laufried Liliana Sahay Manalu, Jerny Manalu, Pakar Gunawan Meirisky, Andy Muhamad Zainul Imron Muhammad Nur Ihsan Murniati Nataliyus Leonardo Tarung Noraindah Noraindah Nur Maya Sari Paska Ria Pransiskus, Daniel Pratama, Ramadani Raden Haryo Saputra Ramadhan, Moh Biagi Riyani, Desi Robby Robby, Robby Robby, Robby Sahrul Ramadani Salonten, Salonten Samuel Hans Sendes Rono Pane Setiawan, Muhammad Reyhan Jannatan Setiawan, Rizky Wahyu Silalahi, Resdina Silitonga, Sutan Parasian Sri Wahyuni Stepanus, Stepanus Suwendi Syahrozi Theo Fransisco Zainal Aqli