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All Journal International Journal Of Science, Technology & Management (IJSTM) JNANALOKA
Abdul Kudus Zaini
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Aerospace Engineering Agriculture, Biological Sciences & Forestry 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 Earth & Planetary Sciences Education Electrical & Electronics Engineering Energy Engineering Industrial & Manufacturing Engineering Mechanical Engineering Social Sciences Transportation Other

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Analysis of Traffic Accident Charachteristic In Rimbo Panjang-Bangkinang Road, Kampar District, Riau Province Abdul Kudus Zaini; Said Muhammad Fuad Hasyim
International Journal of Science, Technology & Management Vol. 2 No. 3 (2021): May 2021
Publisher : International Journal of Science, Technology & Management

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46729/ijstm.v2i3.213

Abstract

Kampar is a district in Riau Province which has 841.332 people. (BPS : 2019). As long as the society’s growth over Kampar District, the need of transportation system is also increased, which makes accidents number increased every year. By the term of condition, some handling operations are needed to know the capacity and rank of accident-prone areas to reduce traffic accidents. This study used secondary data from local police agency by accidents data from 214-2018. Data were analyzed to count the accident-prone areas. The total numbers of accident rate was on Jalan Rimbo Panjang-Bangkinang with the total 53 accidents. There were 99 victims of whom 18 people wee died, 32 people were seriously injured and 49 were slightly injured. It observed by Blacks Spot and Black Site methods. Based on Accident rate, roads on Rimbo Panjang-Bangkinang were identify by Accident Rate 0,399. Sei Tiarap-Kampar Village on Accident Rate 0,233 and Penyesawan Village – Air Tiris by Accident Rate 0,233 And Clack Site 0,133 for Padang Mutung-Village-Penyesawan Village. 0,116 for Sei Tiarap – Kampar Village and 0,033 for Penyesawan-Air Tiris. The conclusion is there are three accident-prone areas from thirteen locations, which makes handling and addition of facilities and infrastructure should be done, as well as development of traffic discipline of road users.
Analisis Efektivitas Marka Kotak Kuning Di Simpang Tiga Jalan Soekarno Hatta – Jalan Arifin Ahmad Kota Pekanbaru Muchammad Zaenal muttaqin; Abdul Kudus Zaini; Zhella Indah Saviri
JNANALOKA Vol. 03 No. 02 September Tahun 2022
Publisher : Lentera Dua Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36802/jnanaloka.2022.v3-no2-57-65

Abstract

One of the interchanges in Pekanbaru City, namely simpang tiga (Jalan Soekarno Hatta - Jalan Arifin Ahmad) has quite dense activities, because this road is an access to the center of community activities to the market area, offices and others. An increase in the number of vehicles larger compared to the available roads leads to congestion. One of the efforts to reduce congestion at intersections is to use yellow box markings. This marking is designed as a vehicleless area, if there is a traffic congestion, vehicle users who are still outside the marking must stop and wait until the traffic jam breaks down. This study aims to analyze the effectiveness of the yellow box markings and the suitability of the yellow box markings. This study used the Regulation of the Minister of Transportation No. 34 of 2014 and the Traffic Signs Manual Chapter 5 Road Markings (2018) and the Indonesian Road Capacity Manual (MKJI) 1997 to determine the effectiveness of intersection performance. The parameter used to determine the effectiveness of interchange performance is the degree of saturation. The results of the analysis found that the size of the yellow box markings at the research site was not appropriate according to Permenhub No.34 of 2014 the width of the straight line and the diagonal line was 10-18 cm and the Traffic Signs Manual Chapter 5 Road Markings (2018) the width of the diagonal line was 15 cm and the width of the straight line was 20 cm, while at the research location the width of the straight line and the diagonal line was 30 cm. For the number of offenders the yellow box markings were 7195 offenders. Based on the results of the saturation degree analysis, for intersection three, the saturation degree value exceeds 1.00 which indicates that the yellow box marking is not effective in improving the performance of the intersection.
Co-Authors Muchammad Zaenal Muttaqin Said Muhammad Fuad Hasyim Zhella Indah Saviri