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All Journal JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang ELKHA : Jurnal Teknik Elektro Jurnal Teknik Sipil LANGKAU BETANG: JURNAL ARSITEKTUR Serambi Engineering
Heri Azwansyah
Universitas Tanjungpura
Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering

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Effect of Number of Impacts on the Voids of AC-WC Mixture with Cement Additive as Filler Riski, Muhammad; Azwansyah, Heri; Mukti, Elsa Tri
Jurnal Teknik Sipil Vol 25, No 1 (2025): Vol 25, No 1 (2025): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i1.88874

Abstract

This study investigates the effect of the number of compaction impacts on the void characteristics of Asphalt Concrete-Wearing Course (AC-WC) mixtures with cement as an additive filler. The research employed an experimental approach, testing mixtures with two filler types: stone dust alone and a combination of stone dust with 1% cement. Compaction levels varied at 2×65, 2×75, and 2×85 blows, and Marshall tests were conducted to evaluate stability, flow, Voids in Mix (VIM), Voids in Mineral Aggregate (VMA), and Voids Filled with Bitumen (VFB). Results demonstrated that increasing compaction effort and adding 1% cement reduced VIM and VMA while enhancing stability and VFB. The lowest VIM (2.53%) and highest stability (1078.45 kg) were achieved with 6.5% asphalt, 1% cement, and 2×85 blows, indicating improved mixture density and load resistance. The findings align with Bina Marga 2018 specifications, highlighting the benefits of cement as a filler and optimal compaction for AC-WC performance.
ANALYSIS OF ROAD DAMAGE CONDITIONS ON THE SURFACE LAYER USING PCI ( PAVEMENT CONDITION INDEX ) METHOD (CASE STUDY: RASAU JAYA ROAD, KUBU RAYA REGENCY, WEST KALIMANTAN PROVINCE) Stefanus, Stefanus; Widodo, Slamet; Mukti, Elsa Tri; Erwan, Komala; Azwansyah, Heri
Jurnal Teknik Sipil Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v22i2.59394

Abstract

The road is an infrastructure in the flow of traffic, the Raya Rasau Jaya section was damaged, with light, medium and heavy damage. One way to determine the condition of road damage is the Pavement Condition Index (PCI) method. The purpose of this study is to determine, identify and calculate the value of road damage that occurs using the PCI method and to know the handling of the road damage. The method used is PCI, the results of field analysis and values calculated by the PCI method, recommendations for road repairs using the Asphal Institute MS-17 method. The results of the analysis of the surface condition of the 8 km road pavement using the PCI method, averaged per 1 Km starting from STA 26+700 to 27+700, 27+700 to 28+700, 32+700 to 33+ 700 classified as good damage, STA 28+700 to 29+700, 29+700 to 30+700, 30+700 to 31+700, 31+700 to 32+700 classified as very good condition, STA 33+700 to 34+700 perfect condition. Recommendations for road repair per 1 Km using the Asphalt institute MS-17 method, namely Routine Maintenance at STA 29+700 to 30+700, 30+700 to 31+700, 31+700 to 32+700, 33 +700 to 34+700 and Patches and Additional Coatings on STA 26+700 to 27+700, 27+700 to 28+700, 28+700 to 29+700, 32+700 s/ d33+700.
CHARACTERISTICS OF THE MIXTURE OF LATASTON (HRS-WC) WITH DOLOMITE LIMESTONE AS A FILLER IN ASPHALT MIXTURE Sulistiyono, Adi; Said, Said; Azwansyah, Heri
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.63061

Abstract

Indonesia is a country that has a lot of natural resources; one of the natural resources in Indonesia is lime. In Palembang, there is a large-scale dolomite lime-producing company that covers the territory of Indonesia. The content in the dolomite lime is Magnesium Oxide (MgO) ≥ 18% and Calcium Oxide (CaO) ± 30%. The purpose of this study is to utilize dolomite lime as a mixture of asphalt concrete layers and to find out changes in the characteristics of the HRS-WC mixture due to the use of dolomite lime as a filler. The experiment refers to Bina Marga 2018 revision II. The method used in this study is the experimental method, which is carried out by conducting experimental activities to obtain data. The aggregate specific gravity test obtained more than 2.5 gr/cm3 results, which qualify the 2018 Bina Marga revision II specifications. Examination of the wear of the coarse aggregate yielded results that fulfil the 2018 Bina Marga revision II specifications. The filler used in this mixture is applied on combination with a percentage of 0% rock ash and 100% dolomite lime, then 25% rock ash and 75% dolomite lime, then 50% rock ash and 50% dolomite lime, then 75% rock ash and 25% dolomite lime, and 100% rock ash and 0% dolomite lime. %. The Marshall results from the percentage of 100% rock ash filler content and the percentage of 0% OAC dolomite lime filler content of 6.5% obtaine a stability value of 914.821 Kg, a flow value of 3.45 mm, and a Marshall Quotient value of 265.286 Kg/mm. The volumetric value of the percentage of 100% rock ash filler content and the percentage of dolomite lime filler content of 0 % OAC 6.5% deliver a VIM value of 4.153%, a VMA value of 18.391%, a VFB value of 79.671%.
STUDI PRIORITAS PERBAIKAN JALAN DI DESA DURIAN KECAMATAN AMBAWANG KABUPATEN KUBU RAYA Azwansyah, Heri; AS, Syafaruddin; YM, Sutartio
Jurnal Teknik Sipil Vol 19, No 1 (2019): JURNAL TEKNIK SIPIL EDISI JUNI 2019
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v19i1.35599

Abstract

Penelitian ini bertujuan untuk menentukan prioritas perbaikan jalan di Desa Durian. Studi ini memerlukan data antara lain peta jaringan jalan desa, kondisi jalan, lingkungan jalan, dan manfaat jalan. Metode survei berupa observasi lapangan dan interview. Analisis dilakukan dengan metode IRAP.Studi ini menganalisis 5 (lima) jalan desa yaitu Jalan Dusun Sela, Jalan Dusun Bale, Jalan Dusun Durian, Jalan Dusun Siak, dan Jalan Dusun Alina. Hasil analisis bahwa Jalan Dusun Alina memiliki nilai manfaat jalan terbesar yaitu 13,87. Jalan Dusun Alina merupakan prioritas pertama dimana perbaikan jalan dilakukan dengan betonisasi.
Analysis of Black Site and Black Spot at Jl. Daeng Manambon-Raden Kusno-Gusti Sulung Lelanang Section, Mempawah Ratih, Ade; Kadarini, S. Nurlaily; Azwansyah, Heri
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.86260

Abstract

Transportation plays a vital role in society by facilitating the movement of people and goods. However, it also brings challenges like traffic congestion and accidents. With urbanization and increased vehicles, road safety has become crucial, as accidents have significant economic and social impacts. Analyzing accident-prone areas helps identify necessary preventive measures. This research was conducted on the 10.1 km Jl. Daeng Manambon-Raden Kusno-Gusti Sulung Lelanang section in Mempawah. Primary data from field surveys includes road conditions, fittings, geometry, and vehicle speeds. Secondary data is traffic accident data (2018-2023) from the Mempawah City Police, analyzed using numerical methods.The Jalan Daeng Manambon-Raden Kusno-Gusti Sulung Lelanang corridor analysis reveals several accident-prone areas (Black Spots) with damaged road features and poor safety facilities. Key findings include deteriorating zebra crossings, speed traps, and traffic signs. High-risk accident locations were identified using Z-Score and Cusum methods. Recommendations include repairing roads, repainting markings, installing better signage, and maintaining clear sightlines. Future studies should focus on more specific interventions and monitoring to improve road safety, following Department of Settlements and Regional Infrastructure guidelines for effective accident reduction
MODEL OF MODE SELECTION ANALYSIS AT PONTIANAK "“ KETAPANG ROUTE WITH STATED PREFERENCE METHOD Fikriyah, Naimatul; Azwansyah, Heri; Mukti, Elsa Tri
Jurnal Teknik Sipil Vol 23, No 3 (2023): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v23i3.65506

Abstract

There are various reasons and considerations underlying travellers in choosing a mode of transportation. The diversity of transportation mode is an essential factor for transportation business actors in competing to provide a choice of transportation modes that are very popular or no longer in demand for use by travellers traveling from one city to another. Currently, the most frequently used mode of transportation on the Pontianak - Ketapang city route or vice versa is airplane transportation or travel, and this is because both modes of vehicle arrive in the city of Ketapang without transiting in other towns or regions. This study aims to determine the factors that influence the choice of transportation mode and obtain the probability of airplane and travel passengers.This research is conducted with a stated preference method by distributing questionnaires to people traveling from the Pontianak - Ketapang city route using airplanes and travel modes. For the survey, data is collected using a questionnaire distributed to 420 respondents through Google form using four attributes, namely cost, time, headway, and service. Based on the analysis results for calculating transportation mode choice with the stated preference method, a utility model is obtained as follows: U(PT-TR) = 0.291 + -2.883E-6.∆x1 + -0.226.∆x2 + 0.218.∆x3 + 0.023.∆x4 with an airplane probability of 55.92%, while   the travel probability is 44.08%. The most sensitive attribute affecting the choice of transportation mode is the time attribute. It is because changes in travel time will result in a relatively greater probability of mode choice when compared to changes in cost, headway, and service attributes.  
UTILIZATION OF FLY ASH FROM PLTU KETAPANG AS FILLER ON HOT ROLLED SHEET (HRS-Base) Juanda, Rizky Hendarta; Azwansyah, Heri; Kadarini, S. Nurlaily; Erwan, Komala
Jurnal Teknik Sipil Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v22i2.59382

Abstract

The utilization of stone dust waste produced from PLTU Ketapang coal combustion process is still below optimal level. Produced waste reached ± 23,13 ton /day which consists of 99,5% of fly ash and 0,5% bottom ash. As a result, the writer gained an idea of using fly ash as a filler in bitumen mixture, especially in Hot Rolled Sheet   "“ BASE (HRS "“ BASE). The study was aimed to compare fly ash and stone dust if used as filler in Hot Rolled Sheet  "“ BASE (HRS "“ BASE) mix in marshall test including void analysis which consistsed of VMA, VIM, VFB, and MQ. The planned test item concentration of tar was on the level of 6%, 6,5%, 7%, 7,5%, and 8%.  The mixture which used stone dust as filler resulted in optimum bitumen content of 6,90% and the result of marshall test diplayed 912,072 kg of stability, 3,333 mm flow, 4,306%   VIM, 18,018 % VMA, 82,681% VFB, and 273,745 kg/mm MQ.    In the mixture which used fly ash as the filler resulted in optimum bitumen content of 7,1% with the marshall test displayed 877,132 kg of stability, 3,433 flow, 3,985% of VIM, 18,150% VFB, and the Marshall Quotient (MQ) 255,716 kg/mm.
ANALYSIS OF EFFECTIVENESS OF PAVEMENT INFRASTRUCTURE (CASE STUDY: JL. AHMAD YANI PONTIANAK) Irdasyah, Naufal Fadlurahman; Azwansyah, Heri; Basalim, Said
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.63666

Abstract

This study aimed to determine the effectiveness of pedestrian paths (sidewalks) in the Pontianak Selatan District, precisely on Jalan Ahmad Yani. The sidewalk as a pedestrian path is a space for pedestrians that functions as a means to protect pedestrians from the dangers that come from vehicles using the road. The method used is the survey method and questionnaire method. The data analysis method (Highway Capacity Manual, 1985) is used to obtain pedestrian characteristics.Analysis of survey data used the Likert Scale method to obtain the level of pedestrian comfort and safety based on respondents' perceptions. The results of calculating the effectiveness of the sidewalks on Jalan Ahmad Yani obtained for zones A, B, and C are 17.35 m2/person, 7.75 m2/person, and 30.39 m2/person. Based on the calculation of the pedestrian characteristics of the three road sections, the pedestrian path service level is obtained with standard A or LOS A.The results from respondents obtained 11 good categories and two suitable enough types based on the calculation of the percentage of comfort level categories. The level of data reliability reached 0.853 based on SPSS statistics 2016. The results of this study indicate that the pedestrian path (sidewalk) is an excellent facility for pedestrians to exercise and relax in Pontianak Selatan District.
PERBANDINGAN KELAYAKAN JALAN BETON DAN ASPAL DENGAN METODE ANALITYC HIERARCHY PROSES (AHP) (Studi Kasus Jalan Komyos Sudarso Pontianak) Chandra, Mega; ., Marsudi; Azwansyah, Heri; Juniardi, Ferry
Jurnal Teknik Sipil Vol 14, No 1 (2014): Jurnal Teknik Sipil Edisi Juni 2014
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (246.128 KB) | DOI: 10.26418/jtst.v14i1.9311

Abstract

Banyak pertimbangan dalam penilaian perbandingan kelayakan konstruksi jalan antara jalan aspal dan beton.  Studi ini akan menerapkan metode AHP (analytic hierarchy process) untuk penilaian perbandingan yang memiliki beberapa kriteria tinjauan. Diharapkan melalui studi ini dapat diketahui kelayakan antara jalan aspal dan jalan beton secara kualitatif pada Jalan Komyos Sudarso Pontianak. Studi ini menggunakan metode kuisener yang berisi pertanyaan-pertanyaan yang berkaitan dengan faktor teknis dan non teknis yang digunakan untuk menilai kelayakan konstruksi suatu jalan. Faktor teknis yang ditinjau adalah (a) daya tahan terhadap cuaca, (b) daya tahan terhadap pergerakan tanah, dan (c) daya tahan terhadap perubahan lalu lintas. Sedangkan faktor non teknis yang ditinjau adalah (a) kenyamanan permukaan, (b) kemudahan pergerakan, (c) dampak lingkungan, dan (d) tingkat kecelakaan.
Utilization of Styrofoam Waste as an Additive in AC-BC Mixture with Variations in Compaction Temperature Theovani, Gabriel Julio; Azwansyah, Heri; Mayuni, Siti
Jurnal Teknik Sipil Vol 25, No 3 (2025): Vol 25, No 3 (2025): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i3.90468

Abstract

Styrofoam, a polystyrene-based plastic widely used in packaging, poses serious environmental challenges due to its non-biodegradable nature. Its use as an additive in asphalt mixtures provides dual benefits: reducing plastic waste and improving pavement performance. This study evaluates the effects of styrofoam addition and variations in compaction temperature on the Marshall characteristics of Asphalt Concrete"“Binder Course (AC"“BC). The research included testing the physical properties of aggregates and asphalt, determining the optimum asphalt content (OAC) using the Barchart method in accordance with Bina Marga Specifications 2018, Revision II, and preparing mixtures with styrofoam contents of 0%, 3%, 6%, and 9%. Samples were compacted at 110 °C, 125 °C, and 140 °C, then tested using the Marshall method to analyze stability, flow, and void-related parameters. Results showed an OAC of 5,6%. Higher styrofoam content and compaction temperature generally improved mixture stability. The highest stability value, 1.152,2 kg, was achieved at a 9% styrofoam content and a compaction temperature of 140 °C. These findings indicate that styrofoam enhances structural strength by filling voids without significantly reducing flexibility. Therefore, styrofoam has strong potential as an eco-friendly additive to improve asphalt performance while helping reduce plastic waste.
Co-Authors .T, Supriadi Adariu, - Adi Sulistiyono Akhmadali . Akhmadali, - Akhmadali, Akhmadali Ali Djamhuri Alqadri, Istiqomah Alwi, Bhasori Amanda, Sherin Ammar, Nur Ananda, Rita Andrijani, Nabila Annastasya, Aulia Anwar, Marsianus Topik Apriani, Rianti Apriansyah, Dani Arfando, Gio Arifi, Chairul As, Syafarudin Aubiansyah, Muhammad Naufal Aulia, Nurul Rahmi Aulia, Rhabia Vindi Ayunda, Nurul Alya Azimah, Nur Huwaida Budiarti, Ade Tia Cantika, Diva Naomira Despriadi, Syahwal Dewi Kania, Dewi Duani, Akhmad Fadil Eliza, Elenne Mardatry Elsa Tri Mukti Ferry Juniardi Fikriyah, Naimatul Fitriansyah, Fahrul Francisko, Christianus Ghurran, Sabiq Arbianto Gst. Arista Kusuma Yudha Handarto, Robby Haridan, - Herliana, Rika Hernovianty, Firsta Rekayasa Hidayatullah, Dimas Pandu Hidayatullah, Evi Huda, Ummi Yatul Iftitah, Nadhifa Nur Inshianeri Sarfin Irdasyah, Naufal Fadlurahman Japutra, Felix Jayasena, Sena Juanda, Rizky Hendarta Junita, Nita Kadarini, S. Nurlaily Komala Erwan Komalasari, Yeni Kurniawan, Andi Rizky Kurniawan, Ardian Leonardus . Lesyani, Agustinus Hendy Marselawati, Ike Marsudi . Mega Chandra, Mega Meta Indah Fitriani Minardi, - Muhammad Ferdiansyah, Muhammad Muhammad Hafidz, Muhammad Muhammad Riski, Muhammad Nody, Rian Nugraha, Muhammad Afif Nugroho, Muhammad Fadil Nusantara, Satria Okta, Bella Maulidya Parhadi, - Pranata, Yudha Pratama, Dicky Adi Pratama, Tegar Wahyu Putriningtiazti, Anissa Rasyidah, Retnoayu Choir Ratih, Ade Richesa, Enrico Rista Rusjuniati Rizqullah, Muhammad Taufiq Rumondang, Sara Paskaria S Nurlaily Kadarini Said Basalim Said Said, Said Saputra, Fiqri Sarfin, Anggie Anjani Sari, Emyrita Randi Sarjono Sarjono, Sarjono Satya Hardiyanto Septianingsih, Dwi Anggun Simanjuntak, Bontor Siti Mayuni Siti Nurlaily Kadarini, Siti Nurlaily Siti Sarah, Siti Slamet Widodo Stefanus, Stefanus Suci Amaliyah, Suci Sugiarti, Cahya Sumiyattinah2, Sumiyattinah Suyono, Rudi S. Syabirin, Syabirin Syafaruddin AS, Syafaruddin Theovani, Gabriel Julio Tomi, Oktavianus Umar Umar Wicaksana, Bagia Widowati, Vanni Retno Wikayanti, Novia Wulandari, Risky Yamsasmi, - Yanti, Selvi YM, Sutartio YM, Sutarto Yosomulyono, Sutarto Zaki, Sheva Naufal