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Hendardi, Agi Rivi
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PENGELOLAAN SAMPAH DENGAN PENDEKATAN BEHAVIOR MAPPING DI PASAR TRADISIONAL KOTA TASIKMALAYA Nuurmayadi, Dicky; Hendardi, Agi Rivi
Jurnal Arsitektur ZONASI Vol 3, No 1 (2020): Vol. 3 No. 1 (2020): Jurnal Arsitektur Zonasi Februari 2020
Publisher : KBK Peracangan Arsitektur dan Kota Program Studi Arsitektur Fakultas Pendidikan Teknologi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.17509/jaz.v3i1.21737

Abstract

Abstract: Traditional markets are identical with dirty, seedy, and smelly due to waste problems generated by the activities / processes of the market itself. The market has a big enough role to fulfill daily needs and support the economy of the urbans. The City of Tasikmalaya has several traditional markets that are provided to meet the daily needs of its people, local governments with various funding programs has to build or revitalize markets with the hope that they can provide more services for its users. The development and revitalization process that is carried out is sometimes only focused to the physical aspects without thinking about the environmental management system, especially on the problem of waste management systems that involve the behavior and activities of market users. This study was conducted to obtain a description of the condition of waste management in traditional markets in the City of Tasikmalaya through an approach to the activities and behavior of users, management institutions, and facilities in the market environment using the Behavior Mapping method. From the research results obtained data that almost all existing markets do not yet have a suitable waste management system, garbage is only collected without going through a good sorting process, users are not too concerned with the conditions of existing waste problems, the existing institutions also have not been maximally managed, the facilities provided are only in the form of temporary waste collection facilities and the conditions can be seen from the condition.Keywords: Waste, Traditional Markets, Management System, Behavior MappingAbstrak: Pasar tradisional identik dengan kotor, kumuh, dan bau akibat permasalahan sampah yang dihasilkan oleh aktivitas/proses kegiatan dari pasar itu sendiri. Pasar memiliki peran yang cukup besar bagi pemenuhan kebutuhan sehari-hari dan penunjang perekonomian masyarakat di perkotaan. Kota Tasikmalaya memiliki beberapa pasar tradisional yang disediakan untuk memenuhi kebutuhan sehari-hari masyarakatnya, pemerintah daerah dengan berbagai program pendanaan membangun atau merevitalisasi pasar dengan harapan agar dapat memberikan pelayanan yang lebih bagi penggunanya. Proses pembangunan dan revitalisasi yang dilakukan terkadang hanya terfokus kepada aspek fisik tanpa memikirkan sistem pengelolaan lingkungan khususnya pada masalah system pengelolaan sampah yang melibatkan perilaku dan aktivitas dari pengguna pasar. Penelitian ini dilakukan untuk memperoleh gambaran bagaimana kondisi pengelolaan sampah di pasar tradisional di Kota Tasikmalaya melalui pendekatan terhadap aktivitas dan perilaku pengguna, lembaga pengelola, dan fasilitas yang ada di lingkungan pasar menggunakan metode Behavior Mapping. Dari hasil penelitian diperoleh data bahwa hampir semua pasar yang ada belum memiliki system pengelolaan sampah yang sesuai, sampah hanya dikumpulkan tanpa melalui proses pemilahan yang baik, pengguna tidak terlalu peduli dengan kondisi permasalahan sampah yang ada, kelembagaan yang ada juga belum secara maksimal melakukan pengelolaan, fasilitas yang disediakan hanya berupa sarana penampungan sampah sementara dan dilihat dari kondisinya pun terkesan asal ada.  Kata Kunci: Sampah, Pasar Tradisional, Pengelolaan, Behavior Mapping
Analisis Simpang Bersinyal Pada Simpang 4 Jl. Siliwangi Kota Tasikmalaya Sholahudin, Farhan; Hendardi, Agi Rivi
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 3 No 2: September 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i2.2777

Abstract

Transportation problem is one of the problems that is faced in Tasikmalaya City especially at the intersection. Congestion problems and traffic conflicts often occur at a signal especially in intersection on Siliwangi road Tasikmalaya. One of the efforts made to reduce traffic conflicts and optimize the performance of the junction is by setting up the junction and optimizing the Simpang. The purpose of this research is to know the performance of intersection on Siliwangi road Tasikmalaya and provide recommendations for precise handling, as well as analyzing the traffic conflicts that occurred in the junction. The method used in the performance analysis of the junction signal is to use the calculations in the PKJI 2014, while for analysis of traffic conflicts used to determine the severity of the conflict at the intersection on Siliwangi road Tasikmalaya is using the method Traffic Conflict Technique (TCT). After analysis, the performance in the intersection on Siliwangi road Tasikmalaya Tasikmalaya has approached the critical number of the degree of saturation (DS) of 0.7 with level D. In addition to these problems, there is a traffic conflict crossing as many as 230 events (55%), merging as many as 145 events (35%) and diverging as many as 41 occurrences (10%). With the handling and recommendation of phase setting and cycle time setting, it is proven to suppress and minimize the decline of junction performance level to C level with the value of saturation of 0.58. This will also impact the reduction in the amount of traffic conflicts that occur.Keyword : intersection, traffic conflict, PKJI 2014, phase, cycle time
Analisis Simpang Bersinyal Pada Simpang 4 Jl. Siliwangi Kota Tasikmalaya Sholahudin, Farhan; Hendardi, Agi Rivi
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 3 No. 2: September 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i2.2777

Abstract

Transportation problem is one of the problems that is faced in Tasikmalaya City especially at the intersection. Congestion problems and traffic conflicts often occur at a signal especially in intersection on Siliwangi road Tasikmalaya. One of the efforts made to reduce traffic conflicts and optimize the performance of the junction is by setting up the junction and optimizing the Simpang. The purpose of this research is to know the performance of intersection on Siliwangi road Tasikmalaya and provide recommendations for precise handling, as well as analyzing the traffic conflicts that occurred in the junction. The method used in the performance analysis of the junction signal is to use the calculations in the PKJI 2014, while for analysis of traffic conflicts used to determine the severity of the conflict at the intersection on Siliwangi road Tasikmalaya is using the method Traffic Conflict Technique (TCT). After analysis, the performance in the intersection on Siliwangi road Tasikmalaya Tasikmalaya has approached the critical number of the degree of saturation (DS) of 0.7 with level D. In addition to these problems, there is a traffic conflict crossing as many as 230 events (55%), merging as many as 145 events (35%) and diverging as many as 41 occurrences (10%). With the handling and recommendation of phase setting and cycle time setting, it is proven to suppress and minimize the decline of junction performance level to C level with the value of saturation of 0.58. This will also impact the reduction in the amount of traffic conflicts that occur.Keyword : intersection, traffic conflict, PKJI 2014, phase, cycle time
ANALISIS PERBANDINGAN TINGKAT KERUSAKAN JALAN BERDASARKAN METODE SURFACE DISTRESS INDEX (SDI) DAN SOFTWARE PROVINCIAL AND KABUPATEN ROAD MANAGEMENT SYSTEM (PKRMS) PADA RUAS JALAN CIAWI - PANUMBANGAN Fajrian Fahrurozi, Moehammad Muzakki; Hendardi, Agi Rivi; Budiman, Dedi
JITSi : Jurnal Ilmiah Teknik Sipil Vol. 4 No. 1 (2023): Desember 2023
Publisher : Universitas Perjuangan Tasikmalaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36423/jitsi.v4i1.1580

Abstract

Based on 2023 data from the PUTRPRKPLH Office of Tasikmalaya Regency, the length of district roads is 1,303 kilometers, 60.4% are in good condition, 39.6% have moderate and severe damage. Jalan Ciawi – Panumbangan suffered significant damage. This road condition has problems that can affect the safety of road users. The purpose of this study is to identify the type of damage that occurs on the Ciawi – Panumbangan Road section, identify a comparison of road damage analysis using the SDI and PKRMS methods, analyze handling recommendations that can be given based on the results of the comparison analysis. This research uses a descriptive method, which is research by describing an object according to existing reality. There were 6 damages that occurred on Jalan Ciawi – Panumbangan consisting of loose grains with a damage area of 115.39 m2 (6.95%), disintegration of the damage area of 316.8 m2 (19.08%), patches of damage area of 456.41 m2 (27.49%), cracks of the damage area of 643.19 m2 (38.74%), holes with a damage area of 58.05 m2 (3.50%), damaged edges of the damage area of 70.57 m2 (4.25%). The comparison results of the two methods for the SDI method are good road conditions 80.36%, medium 19.64%, lightly damaged 0% and severely damaged 0%. While in the PKRMS method, the road condition is good 67%, medium 29%, lightly damaged 2%, and severely damaged 2%. This type of damage handling SDI method routine maintenance by 100%. While the PKRMS method of routine maintenance is 92.85%, periodic maintenance is 5.36%, and rehabilitation is 1.79% Keywords : Road Damage, Handling Recommendations, SDI Method, PKRMS Method   Abstrak Berdasarkan data Tahun 2023 Dinas PUTRPRKPLH Kabupaten Tasikmalaya, panjang jalan kabupaten 1.303 kilometer, 60,4% dalam kondisi baik, 39,6% mengalami kerusakan sedang dan berat. Ruas jalan Ciawi – Panumbangan mengalami kerusakan signifikan yang dapat mempengaruhi keselamatan pengguna jalan. Penelitian ini bertujuan untuk mengidentifikasi jenis kerusakan yang terjadi di ruas Jalan Ciawi – Panumbangan, membandingkan analisis kerusakan jalan menggunakan metode SDI dan PKRMS, serta memberikan rekomendasi penanganan berdasarkan hasil analisis perbandingan. Penelitian ini menerapkan metode deskriptif, yang merupakan suatu pendekatan penelitian untuk menggambarkan dan menginterpretasi suatu obyek sesuai dengan realitas yang ada. Hasil penelitian menunjukkan enam jenis kerusakan: butir lepas (115,39 m² atau 6,95%), disintegrasi (316,8 m² atau 19,08%), tambalan (456,41 m² atau 27,49%), retak-retak (643,19 m² atau 38,74%), lubang (58,05 m² atau 3,50%), dan rusak tepi (70,57 m² atau 4,25%). Berdasarkan metode SDI, kondisi jalan baik sebesar 80,36%, sedang 19,64%, rusak ringan 0%, dan rusak berat 0%. Sedangkan metode PKRMS menunjukkan kondisi jalan baik sebesar 67%, sedang 29%, rusak ringan 2%, dan rusak berat 2%. Penanganan kerusakan menurut metode SDI adalah 100% pemeliharaan rutin, sementara metode PKRMS mencakup 92,85% pemeliharaan rutin, 5,36% pemeliharaan berkala, dan 1,79% rehabilitasi. Kesimpulan penelitian ini menunjukkan bahwa meskipun kedua metode memberikan hasil yang serupa, PKRMS menawarkan pendekatan yang lebih komprehensif untuk perencanaan pemeliharaan jangka panjang, meskipun memerlukan biaya lebih besar. Di sisi lain, SDI lebih efisien dari segi biaya dan waktu untuk pemantauan rutin. Berdasarkan kondisi ruas jalan Ciawi-Panumbangan, PKRMS lebih direkomendasikan karena memberikan gambaran yang lebih menyeluruh untuk manajemen jalan yang berkelanjutan. Kata kunci : Kerusakan Jalan, Rekomendasi Penanganan, Metode SDI, Metode PKRMS
ANALISIS RESIKO PROYEK PADA PEKERJAAN JEMBATAN CISEPET CIKATOMAS DENGAN METODE FMEA Juandi Lestari, Citra; Hendardi, Agi Rivi; Nurmayadi, Ade Rizky
JITSi : Jurnal Ilmiah Teknik Sipil Vol. 4 No. 1 (2023): Desember 2023
Publisher : Universitas Perjuangan Tasikmalaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36423/jitsi.v4i1.1585

Abstract

Bridge construction involves uncertain risks, therefore it is necessary to carry out an analysis of all the risks that will occur, how big their impact will be (intensity), and the possibility of these risk events occurring. The method used is the Failure Mode and Effect Analysis (FMEA) method by determining severity, occurrence, detection where the results become RPN values and are determined by looking at the risk matrix table. From the risk matrix table above, conclusions can be drawn for high risk, namely the condition of the road to the project is steep, the project environment is less clean, the groundwater level is higher than the river, heavy equipment accidents, workers not wearing PPE, worker negligence and human resources not concentrating. For low risks, namely heavy equipment accidents, workers not wearing PPE and soft ground conditions. The results of the analysis using the FMEA method produced an RPN value of 64.00, it was found that 3 risk lists were included in the serious risk category and the highest risk value (NR) was 16, which was included in the high risk rating and required action to be taken. Keywords — Analysis, risk, project, Failure Mode and Effect Analysis (FMEA)   Abstrak—Konstruksi jembatan melibatkan risiko yang tidak pasti, oleh karena itu perlu untuk menganalisis semua risiko yang akan terjadi serta tingkat dampak dan kemungkinan risiko peristiwa. Metode yang digunakan dalam penelitian ini adalah Metode Failure Mode and Effect Analysis (FMEA) dengan menentukan tingkat keparahan, peristiwa, deteksi dimana hasilnya adalah nilai RPN dan ditentukan dengan melihat tabel matrik risiko. Hasil analisis menggunakan metode FMEA menghasilkan RPN nilai 64,00, ditemukan 3 daftar resiko yang jatuh ke kategori resiko serius dan nilai risiko tertinggi (NR) adalah 16 yang termasuk dalam peringkat risiko tinggi dan perlu ditangani. Kata kunci — Analisis, risiko, Failure Mode and Effect Analysis (FMEA)
ANALISIS PERBANDINGAN TINGKAT KERUSAKAN JALAN BERDASARKAN METODE SURFACE DISTRESS INDEX (SDI) DAN SOFTWARE PROVINCIAL AND KABUPATEN ROAD MANAGEMENT SYSTEM (PKRMS) PADA RUAS JALAN CIAWI - PANUMBANGAN Fajrian Fahrurozi, Moehammad Muzakki; Hendardi, Agi Rivi; Budiman, Dedi
JITSi : Jurnal Ilmiah Teknik Sipil Vol. 4 No. 1 (2023): Desember 2023
Publisher : Universitas Perjuangan Tasikmalaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36423/jitsi.v4i1.1580

Abstract

Based on 2023 data from the PUTRPRKPLH Office of Tasikmalaya Regency, the length of district roads is 1,303 kilometers, 60.4% are in good condition, 39.6% have moderate and severe damage. Jalan Ciawi – Panumbangan suffered significant damage. This road condition has problems that can affect the safety of road users. The purpose of this study is to identify the type of damage that occurs on the Ciawi – Panumbangan Road section, identify a comparison of road damage analysis using the SDI and PKRMS methods, analyze handling recommendations that can be given based on the results of the comparison analysis. This research uses a descriptive method, which is research by describing an object according to existing reality. There were 6 damages that occurred on Jalan Ciawi – Panumbangan consisting of loose grains with a damage area of 115.39 m2 (6.95%), disintegration of the damage area of 316.8 m2 (19.08%), patches of damage area of 456.41 m2 (27.49%), cracks of the damage area of 643.19 m2 (38.74%), holes with a damage area of 58.05 m2 (3.50%), damaged edges of the damage area of 70.57 m2 (4.25%). The comparison results of the two methods for the SDI method are good road conditions 80.36%, medium 19.64%, lightly damaged 0% and severely damaged 0%. While in the PKRMS method, the road condition is good 67%, medium 29%, lightly damaged 2%, and severely damaged 2%. This type of damage handling SDI method routine maintenance by 100%. While the PKRMS method of routine maintenance is 92.85%, periodic maintenance is 5.36%, and rehabilitation is 1.79% Keywords : Road Damage, Handling Recommendations, SDI Method, PKRMS Method   Abstrak Berdasarkan data Tahun 2023 Dinas PUTRPRKPLH Kabupaten Tasikmalaya, panjang jalan kabupaten 1.303 kilometer, 60,4% dalam kondisi baik, 39,6% mengalami kerusakan sedang dan berat. Ruas jalan Ciawi – Panumbangan mengalami kerusakan signifikan yang dapat mempengaruhi keselamatan pengguna jalan. Penelitian ini bertujuan untuk mengidentifikasi jenis kerusakan yang terjadi di ruas Jalan Ciawi – Panumbangan, membandingkan analisis kerusakan jalan menggunakan metode SDI dan PKRMS, serta memberikan rekomendasi penanganan berdasarkan hasil analisis perbandingan. Penelitian ini menerapkan metode deskriptif, yang merupakan suatu pendekatan penelitian untuk menggambarkan dan menginterpretasi suatu obyek sesuai dengan realitas yang ada. Hasil penelitian menunjukkan enam jenis kerusakan: butir lepas (115,39 m² atau 6,95%), disintegrasi (316,8 m² atau 19,08%), tambalan (456,41 m² atau 27,49%), retak-retak (643,19 m² atau 38,74%), lubang (58,05 m² atau 3,50%), dan rusak tepi (70,57 m² atau 4,25%). Berdasarkan metode SDI, kondisi jalan baik sebesar 80,36%, sedang 19,64%, rusak ringan 0%, dan rusak berat 0%. Sedangkan metode PKRMS menunjukkan kondisi jalan baik sebesar 67%, sedang 29%, rusak ringan 2%, dan rusak berat 2%. Penanganan kerusakan menurut metode SDI adalah 100% pemeliharaan rutin, sementara metode PKRMS mencakup 92,85% pemeliharaan rutin, 5,36% pemeliharaan berkala, dan 1,79% rehabilitasi. Kesimpulan penelitian ini menunjukkan bahwa meskipun kedua metode memberikan hasil yang serupa, PKRMS menawarkan pendekatan yang lebih komprehensif untuk perencanaan pemeliharaan jangka panjang, meskipun memerlukan biaya lebih besar. Di sisi lain, SDI lebih efisien dari segi biaya dan waktu untuk pemantauan rutin. Berdasarkan kondisi ruas jalan Ciawi-Panumbangan, PKRMS lebih direkomendasikan karena memberikan gambaran yang lebih menyeluruh untuk manajemen jalan yang berkelanjutan. Kata kunci : Kerusakan Jalan, Rekomendasi Penanganan, Metode SDI, Metode PKRMS
ANALISIS RESIKO PROYEK PADA PEKERJAAN JEMBATAN CISEPET CIKATOMAS DENGAN METODE FMEA Juandi Lestari, Citra; Hendardi, Agi Rivi; Nurmayadi, Ade Rizky
JITSi : Jurnal Ilmiah Teknik Sipil Vol. 4 No. 1 (2023): Desember 2023
Publisher : Universitas Perjuangan Tasikmalaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36423/jitsi.v4i1.1585

Abstract

Bridge construction involves uncertain risks, therefore it is necessary to carry out an analysis of all the risks that will occur, how big their impact will be (intensity), and the possibility of these risk events occurring. The method used is the Failure Mode and Effect Analysis (FMEA) method by determining severity, occurrence, detection where the results become RPN values and are determined by looking at the risk matrix table. From the risk matrix table above, conclusions can be drawn for high risk, namely the condition of the road to the project is steep, the project environment is less clean, the groundwater level is higher than the river, heavy equipment accidents, workers not wearing PPE, worker negligence and human resources not concentrating. For low risks, namely heavy equipment accidents, workers not wearing PPE and soft ground conditions. The results of the analysis using the FMEA method produced an RPN value of 64.00, it was found that 3 risk lists were included in the serious risk category and the highest risk value (NR) was 16, which was included in the high risk rating and required action to be taken. Keywords — Analysis, risk, project, Failure Mode and Effect Analysis (FMEA)   Abstrak—Konstruksi jembatan melibatkan risiko yang tidak pasti, oleh karena itu perlu untuk menganalisis semua risiko yang akan terjadi serta tingkat dampak dan kemungkinan risiko peristiwa. Metode yang digunakan dalam penelitian ini adalah Metode Failure Mode and Effect Analysis (FMEA) dengan menentukan tingkat keparahan, peristiwa, deteksi dimana hasilnya adalah nilai RPN dan ditentukan dengan melihat tabel matrik risiko. Hasil analisis menggunakan metode FMEA menghasilkan RPN nilai 64,00, ditemukan 3 daftar resiko yang jatuh ke kategori resiko serius dan nilai risiko tertinggi (NR) adalah 16 yang termasuk dalam peringkat risiko tinggi dan perlu ditangani. Kata kunci — Analisis, risiko, Failure Mode and Effect Analysis (FMEA)
PENGARUH LIMBAH KARET BAN SEBAGAI BAHAN TAMBAHAN AGREGAT KASAR TERHADAP KUAT LENTUR BETON NORMAL Oktura, Alviansyah Walid; Hendardi, Agi Rivi; Nurdianto, Risnandar
JITSi : Jurnal Ilmiah Teknik Sipil Vol. 5 No. 1 (2024): Desember 2024
Publisher : Universitas Perjuangan Tasikmalaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36423/jitsi.v5i1.1631

Abstract

Abstract— Concrete is one of the construction materials that is very commonly used in a construction, both in the construction of buildings, bridges, roads, and other constructions, this is because concrete is resistant to environmental decay, wear-resistant and resistant to weather (hot, cold, rain, sunlight) while the lack of concrete is the low ability to withstand tensile loads because concrete is a brittle material.this research was conducted by adding waste tire rubber to aggregate coarse with variations of 0%, 5%, 10%, and 15% on the weight of coarse aggregate. Concrete measuring 15 x 15 x 60 cm was tested at the age of 7, 14 and 28 days. Normal concrete at 7.14 and 28 days old produces values of 3.67 MPa, 4.73 MPa and 5.44 MPa. 5% waste rubber tire variation concrete at 7.14 and 28 days yielded values of 3.11 MPa, 4.33 MPa and 4.47 MPa. Concrete variations of 10% waste tire rubber at 7.14 and 28 days yielded values of 3.67 MPa, 4.89 MPa and 4.93 MPa. 15% tire rubber waste variation concrete at 7.14 and 28 days produces values of 3.00 MPa, 3.29 MPa and 3.60 MPaNormal concrete without a mixture of tire rubber waste produces the highest flexural strength value at 28 days with a value of 5.44 MPa coMPared to a mixture of 5% and 10% tire waste which produces values of 4.47 and 4.93. while in the waste tire rubber mixture 15% produces a value of 3.60 does not meet the required bending strength of 3.83 MPa. Keywords — Concrete, Strong Bending, Slump, Waste Rubber Tire. Abstrak— Beton merupakan salah satu bahan kontruksi yang sangat umum digunakan dalam sebuah kontruksi, baik dalam kontruksi bangunan, jembatan, jalan, dan kontruksi lainnya, hal ini dikarenan beton tahan terhadap pembusukan lingkungan, tahan aus dan tahan terhadap cuaca (panas, dingin, hujan, sinar matahari) sedangkan kekurangan beton yaitu rendahnya kemampuan menahan beban tarik karena beton merupakan bahan yang getas (brittle).penelitian ini dilakukan dengan menambahkan limbah karet ban pada agregat kasar dengan variasi 0%, 5%, 10%, dan 15% pada berat agregat kasar. beton ukuran 15 x 15 x 60 cm dilakukan pengujian pada umur 7,14 dan 28 hari.Beton normal pada umur 7,14 dan 28 hari menghasilkan nilai sebesar 3,67 MPa,4,73 MPa dan 5,44 MPa. beton variasi limbah karet ban 5% pada 7,14 dan 28 hari menghasilkan nilai 3,11 MPa, 4,33 MPa dan 4,47 MPa. beton variasi limbah karet ban 10% pada 7,14 dan 28 hari menghasilkan nilai 3,67 MPa, 4,89 MPa dan 4,93 MPa. beton variasi limbah karet ban 15% pada 7,14 dan 28 hari menghasilkan nilai 3,00 MPa, 3,29 MPa dan 3,60 MPa Beton normal tanpa campuran limbah karet ban menghasilkan nilai kuat lentur paling tinggi pada 28 hari dengan nilai 5,44 MPa di bandingkan dengan campuran limbah karet ban 5% dan 10 % yang menghasilkan nilai sebesar 4,47 dan 4,93 . Sedangkan pada campuran limbah karet ban 15% menghasilkan nilai sebesar 3,60 tidak memenuhi kuat lentur yang disyaratkan 3,83 MPa. Kata kunci —  Beton, Kuat Lentur, Slump, Limbah Karet Ban.
ANALISIS KAPASITAS TEMPAT PEMBUANGAN AKHIR (TPA) CIANGIR KOTA TASIKMALAYA BERDASARKAN PENGELOLAAN SAMPAH NON ORGANIK DAN ORGANIK Raihan, Mochammad Maulana Hamdan; Nurmayadi, Dicky; Hendardi, Agi Rivi
JITSi : Jurnal Ilmiah Teknik Sipil Vol. 5 No. 1 (2024): Desember 2024
Publisher : Universitas Perjuangan Tasikmalaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36423/jitsi.v5i1.1636

Abstract

Abstract— Population growth has an impact on environmental problems, especially on the physical environment. The increase in population has an effect on increasing the fulfillment of their needs, resulting in an increase in the volume of waste. One of the increases in waste volume occurred at the Ciangir Final Disposal Site (TPA) in Tasikmalaya City. The increase in population must be balanced with how waste is managed at the Ciangir Final Disposal Site (TPA) and efforts to improve waste management in 2024 - 2028. The predicted population in 2024 - 2028 is 3,698,330 people and the amount of waste produced in 2024 – 2028 it is 1,079,912.36 tons. So, with the amount of waste produced in 2024 - 2028, efforts that can be made by TPA Ciangir include increasing the number of officers or fleet, adding waste processing equipment so that it can optimize the waste processing process, improving waste processing techniques, and improving waste management technology. Keywords — Landfill, Garbage, Organic, Non Organic, Population Abstrak— Pertumbuhan populasi penduduk memiliki dampak permasalahan lingkungan terutama pada lingkungan fisik. Bertambahnya jumlah populasi penduduk berpengaruh pada peningkatan pemenuhan kebutuhan mereka sehingga terjadi peningkatan terhadap volume sampah. Peningkatan volume sampah salah satunya terjadi di Tempat Pembuangan Akhir (TPA) Ciangir di Kota Tasikmalaya. Bertambahnya penduduk harus dapat diimbangi dengan bagaimana pengelolaan sampah yang dilakukan di Tempat Pembuangan Akhir (TPA) Ciangir serta upaya peningkatan pengelolaan sampahnya pada Tahun 2024 - 2028. Jumlah prediksi populasi penduduk pada Tahun 2024 – 2028 adalah 3.698.330 orang dan dengan jumlah sampah yang dihasilkan pada Tahun 2024 – 2028 adalah 1.079.912,36 ton. Sehingga dengan jumlah sampah yang dihasilkan pada Tahun 2024 – 2028 upaya yang dapat dilakukan oleh TPA Ciangir yaitu melakukan penambahan jumlah petugas atau armada, penambahan alat pengolahan sampah sehingga dapat mengoptimalkan proses pengolahan sampah, pengingkatan teknik pengolahan sampah, dan peningkatan teknologi pengelolaan sampah. Kata Kunci — Tempat Pembuangan Akhir, Sampah, Organik, Non Organik, Penduduk
EVALUASI SISTEM PROTEKSI KEBAKARAN BANGUNAN GEDUNG RUSUNAWA UNIVERSITAS PERJUANGAN KOTA TASIKMALAYA Ratnasari, Cindy Sri; Hendardi, Agi Rivi; Nurmayadi, Ade Rizki
JITSi : Jurnal Ilmiah Teknik Sipil Vol. 4 No. 2 (2024): Juni 2024
Publisher : Universitas Perjuangan Tasikmalaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36423/jitsi.v4i2.1668

Abstract

Abstract—The ability of a building to mitigate the possibility of a fire through the readiness of available protection systems, the capability of personnel to handle fire disasters, and the involvement of all parties ensures that fire incidents, which can occur anytime and anywhere, are prevented.the Rusunawa (Simple Rental Flats) building at Perjuangan University Tasikmalaya is particularly important, especially for female students of the university, as it serves as their residence. Moreover, the potential for fire in Rusunawa is quite high, considering the presence of easily flammable materials and sources that can trigger a fire, such as electrical short circuits. The methods used are qualitative descriptive and quantitative descriptive methods. The evaluation results of the fire protection system at the Rusunawa building of Perjuangan University Tasikmalaya regarding fire risk based on site completeness produced an average score of 21.94, which is 87.76% in the Good (B) category, the life-saving facilities produced an average score of 23.19, which is 92.76% in the Good (B) category, The active protection system produced an average score of 12.75, which is 51% in the Fair (C) category, the passive protection system produced an average score of 19.06, which is Fair (C) category, in according with the applicable regulations. Keywords — Fire Protection System. Abstrak—Kemampuan sebuah bangunan dalam mengatasi kemungkinan terjadinya kebakaran melalui kesiapan sistem proteksi yang tersedia, petugas bisa menangani bencana kebakaran, dan semua pihak yang terlibat sehingga bisa terhindar dari peristiwa kebakaran yang bisa terjadi kapan saja dan dimana saja. Gedung Rusunawa (Rumah Susun Sederhana Sewa) di Universitas Perjuangan Tasikmalaya merupakan bangunan yang cukup penting terutama untuk Mahasiswi Universitas Perjuangan Tasikmalaya karena berfungsi sebagai tempat untuk dihuni. Selain itu, potensi terjadinya kebakaran di Rusunawa cukup besar, dilihat dari banyaknya bahan-bahan yang mudah terbakar dan sumber-sumber yang dapat menimbulkan kebakaran seperti hubungan arus listrik. Metode yang digunakan yaitu metode deskriptif kualitatif dan metode deskriptif kuantitatif. Hasil evaluasi dari sitem proteksi kebakaran bangunan Gedung Rusunawa Universitas Perjuangan Tasikmalaya terhadap resiko kebakaran berdasarkan kelengkapan tapak menghasilkan nilai rata-rata sebesar 21.94 yaitu 87.76% dalam kategori Baik (B), sarana penyelamatan jiwa menghasilkan nilai rata-rata 23.19 yaitu 92.76% dalam kategori Baik (B), sistem proteksi aktif menghasilkan nilai rata-rat 12.75 yaitu 51% dalam kategori Cukup (C), dan sistem proteksi pasif menghasilkan 19.06 yaitu 76.24% dalam kategori Cukup (C), serta hasil dari nilai keandalan sistem keselamatan sebesar 76.94% dalam kategori Cukup (C) yang disesuaikan dengan aturan yang berlaku. Kata kunci —  Sistem Proteksi Kebakaran
Co-Authors Budiman, Dedi Fajrian Fahrurozi, Moehammad Muzakki Juandi Lestari, Citra Lystiana Nurhayat Hakim Maulana, Asep Rizki Militan, Handal Nurdianto, Risnandar Nurmayadi, Ade Rizki Nurmayadi, Ade Rizky Nurmayadi, Dicky Nuurmayadi, Dicky Oktura, Alviansyah Walid Pradesta, Eka Raza Raihan, Mochammad Maulana Hamdan Ramadan, Anri Noor Annisa Ratnasari, Cindy Sri Salsabila Adlina Sholahudin, Farhan Tantoh, Michael