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All Journal Journal of Engineering Science and Technology Management
Hanantatur Adeswastoto
Program Studi Teknik Sipil, Fakultas Teknik, Universitas Pahlawan Tuanku Tambusai
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Electrical & Electronics Engineering

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Penggunaan Asbuton (Ac-Wc) Pracampur Pada Proyek Preservasi Jalan Duri – Kandis - Sp. Palas - Siak II (Pekanbaru) (E-Katalog) Mhd. Islah; Hanantatur Adeswastoto
Journal of Engineering Science and Technology Management (JES-TM) Vol. 3 No. 1 (2023): March-August 2023
Publisher : Journal of Engineering Science and Technology Management

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jestm.v3i1.95

Abstract

Asbuton is natural asphalt whose use in Indonesia is no stranger. One of the asbuton technologies that has been widely used is pre-mixed asbuton. Pre-mixed asphalt is one type of modified asphalt used in Indonesia. Pre-mixed Asphalt is processed and mixed with Pen 60/70 Asphalt at a factory that meets certain requirements, so that it is equivalent to Modified Asphalt. Premixed Asbuton products have a minimum level of purity of 90%, so they still contain a maximum of 10% fine minerals. This type of processed Pre-mixed Asphalt is the mobile container circulates directly inside the Asphalt Mixing Plant (AMP) boiler without the addition of Asphalt Pen 60/70 to produce Hot Mix Asphalt (Hotmix) which is equivalent to using Modified Asphalt. From the results of testing in the laboratory it was found that the asphalt mixture using pre-mixed asphalt has better technical properties than the conventional asphalt mixture (made using Pen 60/70 asphalt)
The Effect of Side Obstacles of Kuok Traditional Market Activities on The Performance of The West Sumatra-Riau Traffic Road Zulfadli Firdaus; Hanantatur Adeswastoto; Mhd. Islah
Journal of Engineering Science and Technology Management (JES-TM) Vol. 4 No. 2 (2024): September-February 2024
Publisher : Journal of Engineering Science and Technology Management

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jestm.v4i2.215

Abstract

As a transportation infrastructure, roads are essentially an important element in realizing economic growth and achieving healthy and dynamic social stability. Therefore, the performance of road sections needs to be considered. Road section performance can be defined as the extent to which the road is able to carry out its function. A survey conducted on 4 different days showed the performance of road sections during peak hours with a traffic volume (V) in the direction of Bangkinang-Payakumbuh of 905 vehicles/hour and in the direction of Payakumbuh-Bangkinang of 840 vehicles/hour, so that the total traffic volume on the Pasar Kuok road section is 1683 vehicles/hour. The total traffic flow (Q) on the Pasar Kuok road section is 1589.9 smp/hour. The capacity (C) on the Pasar Kuok road section is 2523.53 smp/hour. The degree of saturation (DS) of the Pasar Kuok road section is 0.61 while the V/C ratio on the Pasar Kuok road section is 0.64. That the class of side obstacles on the Pasar Kuok road section is very high (VH). It is concluded that the Sumbar - Riau road section, precisely at the Kuok market, experiences a very high saturation point on market days, namely Tuesday due to the activities of the Kuok traditional market. Because of the many vehicles parked on the shoulder of the road, street vendors (PKL) on the roadside and many people passing by on the road.
Evaluation Study of The Existing Condition Of Drainage Channels In Bangkinang Kota District (Case Study: Petai River III) M. Hisam Hudin; Hanantatur Adeswastoto; Febryanto
Journal of Engineering Science and Technology Management (JES-TM) Vol. 5 No. 1 (2025): March-August 2025
Publisher : Journal of Engineering Science and Technology Management

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jestm.v5i1.238

Abstract

The development of the city followed by an increase in the population in Bangkinang City has resulted in the conversion of land functions into residential areas or offices, resulting in disruption of soil absorption capacity and increased surface runoff and resulting in flooding. This final project aims to analyze the ability of existing drainage channels to accommodate and flow flood discharge, analysis of maximum planned rainfall, analysis of planned flood discharge with a return period. The research method used is the method of field data and data analysis. The data used are primary data and secondary data. The discharge value of the existing channel with the planned discharge value is analyzed based on hydrological analysis and hydraulic analysis. This study uses the Log Person Type III distribution because it gives the best results compared to other distributions. Results The calculated rainfall intensity for the 10-yearreturn period is 109.0159 mm/hour. The design discharge is calculated based on the Rational method, it is known that the 10 year return period is Q = 26.3266 m3/s. From the dimensional analysis it turned out that the drainage channel for Jalan Mayor Ali Rasyid was not able to accommodate the discharge of the planned channel, and a width of 1.2 m was added along the flood area, and the channel could accommodate the runoff that occurred in the Petai III river.
Analysis of Traffic Accident Characteristics on the Pekanbaru-Bangkinang Highway KM 20-60, Kampar Regency Hanantatur Adeswastoto; Febryanto; Nanda Lelis Febrianty; Muhammad Azlan Saputra; Salsa Bilah Yeti
Journal of Engineering Science and Technology Management (JES-TM) Vol. 5 No. 1 (2025): March-August 2025
Publisher : Journal of Engineering Science and Technology Management

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jestm.v5i1.247

Abstract

Based on the Kampar Police traffic accident report data, on the Pekanbaru - Bangkinang KM 20 - 60 highway section, there have been many cases of traffic accidents that have caused material losses, minor injuries, serious injuries, and death. This study aims to determine and identify the causal factors and characteristics of traffic accidents. The method used in this research is descriptive qualitative method based on primary data from direct observation and secondary data obtained from relevant agencies, namely the Kampar Traffic Police related to traffic accidents. The results of the analysis show that on the Pekanbaru - Bangkinang KM 20 - 60 highway section can be identified The results of the analysis according to the 2018 - 2022 data show that based on the time of occurrence the most frequent accident is at 14.00 - 16.00 WIB with 50 accidents. Based on the vehicle involved, it is known that the most frequent accidents are caused by motorbikes - motorbikes as many as 76 incidents. the number of accident victims is 320 people where 65 people died, 67 people were seriously injured, 188 people were slightly injured. Most accident involvement is teenagers aged 15-20 years. This shows that at that age there is still a lack of awareness of driving knowledge. 
Identification of Urban Heat Island (UHI) in Bangkinang City Using Remote Sensing and Geographic Information System TechniquesUrban Heat Island (UHI Land Surface Temperature (LST) Citra Landsat Shella Tri Ananda; Hanantatur Adeswastoto; Beny setiawan
Journal of Engineering Science and Technology Management (JES-TM) Vol. 4 No. 2 (2024): September-February 2024
Publisher : Journal of Engineering Science and Technology Management

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jestm.v4i2.314

Abstract

Bangkinang, the capital of Kampar District with an area of 177.2 km² and a population of 39,793, experiences a tropical climate that contributes to elevated surface temperatures. Increasing population, vehicle emissions, and industrial activities intensify urban heat, while limited vegetation density exacerbates the Urban Heat Island (UHI) effect. This study analyzes surface temperatures in 2021, 2022, and 2023 using Landsat 7 ETM+ and Landsat 8 OLI/TIRS data. Land Surface Temperature (LST) was calculated using the Single Channel Algorithm (SCA) method, resulting in average temperatures of 27.755°C (2021), 26.644°C (2022), and 27.130°C (2023). The Pearson correlation between LST and field temperature from BPS produced an Rxy value of 0.226, indicating a weak correlation. The UHI threshold analysis shows that the area affected by UHI decreased consistently from 2021 to 2023.
Co-Authors Beny setiawan Febryanto Febryanto M. Hisam Hudin Mhd. Islah Mhd. Islah Muhammad Azlan Saputra Nanda Lelis Febrianty Salsa Bilah Yeti Shella Tri Ananda Zulfadli Firdaus