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All Journal Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Journal Innovation of Civil Engineering (JICE)
Ahmad Fatoni
Universitas Madura
Civil Engineering, Building, Construction & Architecture Energy Engineering Environmental Science Transportation

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ANALYSIS OF TRAFFIC ACCIDENTS ON RAYA PELTONG ROAD – ARTODUNG PAMEKASAN DISTRICT Wasiluddin; Ahmad Fatoni; Fairus Zabadi
Journal Innovation of Civil Engineering (JICE) Vol 4 No 1 (2023)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v4i1.19580

Abstract

The Peltong-Artodung Highway, Pamekasan Regency has a high accident rate, a length of ± 2 km, and an effective road width of ± 6 m which is an area that has enough potential for the movement of traffic flow because it is a connecting road between Pamekasan City and Sumenep City, along the way there are also offices, schools, markets, shops, and residential areas. This analysis was conducted to determine the causal factors that influence the occurrence of traffic accidents. The data needed in this analysis consists of primary data and secondary data. Primary data consists of street names, number of lanes, lane widths, and LHR obtained from direct survey results in the field. The secondary data needed is a map of the research location, and data on traffic accidents. The data obtained is then analyzed by classifying accidents based on the factors that cause traffic accidents. The main factor in traffic accidents on Jalan Raya Pelting-Artodung (Jl. Lintas Pamekasan-Sumenep) is human beings, the age of the most traffic accident victims is 16-30 years old, the largest number of accidents occur at 06.00 to 20.00 as many as 63 .44% which is rush hour and the work of the accident perpetrators is dominated by men. Efforts that can be made to reduce the number of accidents on Jalan Raya Peltong-Artodung (Jl. Lintas Pamekasan-Sumenep), namely: providing traffic education and strict sanctions for road users who violate traffic rules and the installation of signs must be by Decree of the Minister of Transportation No. 61 of 1993 concerning Traffic Signs. Keywords: Peltong-Artodung Highway; Accident Characteristics; Victims.
Limbah Cangkang Telur dan Sekam Padi Sebagai Filler Dengan Batu Pecah Madura Sebagai Aggregat Pada Campuran ACWC Ahmad Fatoni; Dedy Asmaroni; Khairul Anam; Aldi Setiawan
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 7 No. 1: March 2024
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v7i1.7613

Abstract

Filler is one of the additives in hot asphalt mix, and its cost is relatively high. Therefore, there is a need for innovation to utilize local materials that are more economical. In this study, rice husk ash and eggshell waste are utilized as fillers, and local crushed stone is used as the aggregate, considering the potential of local materials and their cost-effectiveness. These waste materials have been underutilized and have had environmental impacts. The research aims to investigate the influence of using rice husk ash and eggshell waste as fillers on the Marshall characteristics by employing the Marshall Test method to determine values such as stability, flow, VIM (voids in mix), VMA (voids in mineral aggregate), VFB (voids filled with bitumen), and Marshall Quotient (MQ). Fillers, in the amounts of 1%, 2%, 3%, 4%, and 5% of the total weight of the mix, will be used, with each using eggshell waste and rice husk ash in equal proportions of 50% of the total filler requirement, along with the use of local aggregate. The research findings indicate that using 4% and 5% eggshell waste and rice husk ash fillers produces good stability values, meeting the General Specifications for Road Works 2018 Division 6. However, the addition of 1%, 2%, and 3% of these fillers leads to a decrease in stability values. Furthermore, an increase in the percentage of eggshell waste and rice husk ash fillers by 2%, 3%, 45 and 5% contributes to a reduction in flow values or workability
Co-Authors Aldi Setiawan Dedy Asmaroni Fairus Zabadi Khairul Anam Wasiluddin