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Perencanaan Bangunan Tempat Pembuangan Sementara Sampah Di Kelurahan Talang Jawa Kecamatan Baturaja Barat Putri, Yuliantini Eka; Desromi, Ferry; Kartikasari, Enda
Jurnal Deformasi Vol. 9 No. 1 (2024): JURNAL DEFORMASI
Publisher : Universitas PGRI Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31851/deformasi.v9i1.14811

Abstract

Kabupaten OKU terbagi dalamĀ 13 kecamatan yang terdiri dari 14 KelurahanĀ dan 143 Desa, dengan salah satu kelurahannya yaitu kelurahan Talang Jawa yang merupakan salah satu kelurahan terpadat di Kecamatan Baturaja Barat, dengan jumlah penduduk 7332 jiwa dengan kepadatan penduduk 642 per km2 (BPS OKU, 2021). Dengan jumlah masyarakat sebesar itu, maka timbulan sampah yang akan dihasilkan besar pula dan Kelurahan Talang Jawa belum memiliki Tempat Pembuangan Sampah (TPS). Karna tidak adanya Tempat Pembuangan Sampah inilah yang menjadi dasar dari penelitian ini, Selama ini Sampah itumpuk di tanah kosong milik desa yang berada ditepi jalan raya. Tahun perencanaan dalam penelitian ini adalah 5 tahun (2023-2027). Untuk menghitung pertumbuhan penduduk 5 tahun yang akan datang, digunakan metode Aritmatik didapatkan jumlah penduduk Kelurahan Talang Jawa adalah 2213 KK,dengan laju pertambahan penduduk 1,39 % pertahun, dan jumlah timbulan sampah yang dihasilkan sebanyak 27,663 m3/hari. Dari data yang didapat maka timbulan sampah yang dihailkan pertahun sebanyak 10.096,995 m3/tahun. Dari analisa data yang dilakukan dengan memperhitungkan laju pertumbuhan penduduk yang menimbulkan sampah didapatkan bahwa komposisi sampah yang akan digunakan di TPS 3R yang akan direncanakan ini, yaitu sampah organik yang terdiri dari 12% sampah sisa sayuran dan buah, 18% sampah kebun berupa daun-daun kering, dan kertas 32%. sampah anorganik terdiri dari 25% plastik, dan besi/logam 12% serta sampah B3 sebanyak 1%. Total luas lahan untuk perencanaan TPS 3R di kelurahan Talang Jawa adalah seluas 396, 75 m2.
Inovasi Material Berkelanjutan: Optimasi Penggunaan Abu Sabut Kelapa sebagai Alternatif Filler pada Aspal Beton Nisumanti, Sartika; Putri, Yuliantini Eka; Desromi, Ferry; Qubro, Khodijah Al; Saripudin, Saripudin; Fikri, Muhammad
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.861

Abstract

The use of asphalt concrete (Laston) as a pavement construction material continues to increase, especially in Indonesia. Laston, which is made as a hot mix, requires filler to bind the aggregate particles. Conventional fillers such as stone ash, lime, and cement have limited supplies and high costs, so a more economical and easily available alternative is needed. This research aims to evaluate the use of coir ash as filler in a 60/70 penetration asphalt mixture and determine the optimum asphalt content (KAO) in the mixture. The test specimens were made using 4%, 4.5%, and 5% variations of coconut fiber ash (ASK) content in 6% asphalt. This research was conducted experimentally using the Marshall Test method. The results showed that the use of coir ash as filler can affect the mechanical properties of asphalt mixture. At 4% ASK content, the VIM value reached 6.939%, and the largest or closest VFA value was obtained at 5% ASK content of 44.838%. The results obtained were greater than the Bina Marga 2010 requirements, indicating a more porous mix and potentially reduced durability. However, the use of coir ash can be a sustainable and economical solution in road construction. Testing the normal AC-WC asphalt laston layer obtained an optimum asphalt content (KAO) value of 6%, with a VIM value of 4.145%, a VMA value of 17.439%, a VFA value of 76.304%, a stability value of 1446.3 kg, and a flow value of 3.19 mm.
Evaluasi Sistem Lalu Lintas Satu Arah pada Ruas Jalan Srijaya Negara Nisumanti, Sartika; Putri, Yuliantini Eka; Desromi, Ferry; Qubro4, Khodijah Al; Fitri, Nofriandi; Asmara, A; Almufathir, RP
Jurnal Talenta Sipil Vol 8, No 2 (2025): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i2.1002

Abstract

The growth in the number of vehicles in the city of Palembang is not proportional to the available road capacity, leading to traffic congestion, especially in educational areas and activity centers such as the Srijaya Negara-Padang Selasa road segment. The Palembang city government has implemented a one-way system as one of its solutions to alleviate the congestion. This study aims to analyze traffic conditions before and after the implementation of a one-way system and to evaluate the effectiveness of the policy. The research was conducted on the Srijaya Negara-Padang Selasa road segment overal seven days using a traffic survey approach, vehicle volume analysis, side friction analysis, road capacity, and degree of saturation based on the Indonesian Road Capacity Guildelines (PKJI) 2023. The rusults show that the highest traffic volume occurs during peak hours, especially in segments close to the campus area. The highest side friction was recorder in segment III at 230 SF/hour. The average degree of saturation (DS) is less than 0,47, with the level of service in classes B and C, indicating that the traffic flow is relatively stable despite the speed restrictions. The implementation of a one-way system has proven capable of improving traffic flow and accesibility. As many as 80% of respondents support this policy because it has a positive impact on mobility and increases the turnover of business operators. Thus, the one-way system is worthy of continued implementation wit improvement in controlling side obstacles and enforcing traffic regulations.