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All Journal Syntax Literate: Jurnal Ilmiah Indonesia Jurnal Informatika Universitas Pamulang JURNAL PENDIDIKAN TAMBUSAI Jurnal Rekayasa Infrastruktur Jurnal Tecnoscienza Menara: Jurnal Teknik Sipil Akselerasi Jurnal Ilmiah Teknik Sipil Jurnal Teknik Sipil Institut Teknologi Padang Scientica: Jurnal Ilmiah Sains dan Teknologi Journal of Research and Inovation in Civil Engineering as Applied Science Journal of Global Engineering Research & Science (J-GERS)
Sari, Ribut Nawang
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ANALISIS KINERJA SIMPANG EMPAT TERHADAP TINGKAT PELAYANAN DENGAN MENGGUNAKAN SOFTWARE PTV VISSIM Yunita, Nurma; Windari, Aulia Choiri; Sari, Ribut Nawang
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 3 No 2 (2024)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v3i2.1593

Abstract

Simpang Empat Duren Tiga in South Jakarta, involving Jl. Duren Bangka, Jl. Duren Tiga, Jl. Mampang Prapatan Raya, and Jl. Hj. Tutty Alawiyah, often experiencing congestion due to dense traffic flow and disruption on roads during peak hours. This study analyzed the capacity, queue length, and delays to reduce congestion. The Data used include primary data from field surveys and observations, as well as secondary data on the number of city residents. The purpose of this analysis is expected to improve the performance of intersections that often experience traffic conflicts. This analysis uses the PTV vissim Software method, there are 2 alternative improvements used in the study, namely Alternative 1-rearrangement of traffic light signals and changes in signal phase, alternative 2 – making changes to road widening. The results obtained from this study in the southern approach sebeum existence of alternative solutions obtained an average queue length of 69.183 m, the average delay of vehicles 69.643 seconds/vehicle, and the average delay of all road users 69.643 seconds / vehicle, so that the level of service performance obtained intersection F. After alternative solutions, the results obtained on the southern approach with an average queue length of 64.849 m, the average delay of vehicles 20.437 seconds/vehicle, and the average delay of all road users 17.254 seconds/vehicle, so that the level of service performance of the intersection increased to C. Keywords: junction performance, queue length, PTV vissim, delay
EVALUASI KINERJA SIMPANG TIGA BERSINYAL (STUDI KASUS: SIMPANG JALAN TB SIMATUPANG – JALAN CONDET): EVALUASI KINERJA SIMPANG TIGA BERSINYAL (STUDI KASUS: SIMPANG JALAN TB SIMATUPANG – JALAN CONDET) warianti, krisna; Windari, Aulia Choiri; Sari, Ribut Nawang
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 3 No 2 (2024)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v3i2.1605

Abstract

Simpang tiga Jl. condet – Jl. TB Simatupang is the main road connecting East Jakarta with South Jakarta. The existing condition at the signalized intersection is a commercial area that can cause vehicle congestion at certain hours (peak hour). The purpose of this study is to determine the performance condition of the signalized intersection of Jalan TB Simatupang – Jalan Condet and the appropriate handling according to the condition of the intersection. Data processing uses the Indonesia Road Capacity Manual method (MKJI, 1997). Data processing is carried out for 2 days in the morning, afternoon, and evening for 2 hours in each time period. The data was used to calculate the value of queue length, degree of saturation, signal cycle time, delay and Level of Service (LOS) at each arm of the intersection of Jalan TB Simatupang – Jalan Condet. The results of the analysis on the existing condition of the three-signal intersection are Level of Service in category F (very bad) during peak hours, with a cycle time of 153 seconds. An alternative solution was carried out to deal with this condition with the first alternative changing the cycle time to 100 seconds, the Level of Service value still shows F. For the second alternative with widening on each approach to 2.1 meters on the right side and 2.1 meters on the left side. Level of Service in category D (Less). Of the two alternatives, the second alternative is the best alternative to overcome the problems that occur at the signalized intersection of Jalan TB Simatupang – Jalan Condet.
Steel Structure Analysis of Workshop Facility in PT Pamapersada Nusantara Halim, Mirza Abdul; Rutama, Dedy; Sari, Ribut Nawang
Journal of Global Engineering Research and Science Vol. 1 No. 1 (2022): Journal of Global Engineering Research & Science
Publisher : Jakarta Global University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56904/jgers.v1i1.18

Abstract

Structural planning in every building construction, aims to take into account the ability to withstand the loads that occur. The structural elements must be designed and calculated based on the appropriate combination of standard loads. Workshop facility project at PT. Pamapersada Nusantara uses a steel structure with steel profiles for columns and beams. The function of the steel profile as a cross section of the structure is very important, for that it is necessary to analyse and design the right steel profile for the structural elements of steel columns and beams at the Workshop Facility Project of PT. Pamapersada Nusantara. The method used in this research is based on a case study on the object of research in the project. This building structure planning was analysed using a computer-based structural calculation program, namely the SAP2000 v.22 program, referring to SNI 1729-2020 concerning Procedures for Planning Steel Structures for Buildings and SNI 1726:2019 Procedures for Planning Earthquake Resistance for Building Structures and Non-Building and SNI 1727:2020 Minimum Load for Design of Buildings and Other Structures and Indonesian Loading Regulations for Buildings (PPIUG 2019). The result of structure analysis using SAP2000 V.22, indicates that there are no failed frames/structures with structural susceptibility > 1.0 (red) meaning that they are unable to carry the load that will occur. Meanwhile, frames/structures < 1.0 (grey, blue, green, yellow, orange) mean that they are capable of bear the brunt of what is to come.
Planning Earthquake-Resistant Upper Building Structures With Moment Grabbing Frame System In The Mardhika Park Apartment Building 20 Floors Tambun – Bekasi Muhlisin, Holis; Sari, Ribut Nawang; Sukatja
Journal of Global Engineering Research and Science Vol. 1 No. 2 (2022): Journal of Global Engineering Research & Science
Publisher : Jakarta Global University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56904/jgers.v1i2.20

Abstract

Indonesia is an area with a high level of vulnerability to earthquake disasters, where this earthquake has caused a lot of losses and damage to building structures. Therefore, to reduce the risk due to the earthquake, it is necessary to plan earthquake-resistant building structures. The structural planning of building construction is needed to get the most effective and efficient dimensions and configuration of the structure. Collapsed buildings that are not strong enough to withstand lateral loads caused by the earthquake have resulted in significant loss of property and even lives. The purpose of writing this thesis is to design an earthquake-resistant Mardhika Park Apartment Building with a moment-resisting frame system (SRPM) which is planned in accordance with SNI 1726:2019 Earthquake (Earthquake Resistance Planning Procedures for Building and Non-Building Structures), SNI 2847 for Reinforced Concrete: 2019 (Requirements for structural concrete for buildings and their explanations), and the loading in accordance with SNI 1727:2020 for (Minimum Loads for Design of Buildings and Other Structures). The structural design of the Mardhika Park Apartment Building includes the design of this superstructure which includes columns, beams, and floor plates. Then the loads that are reviewed for structural element planning are dead, live, and earthquake loads. To assist in calculating the structure is also used Software "SAP2000 " to facilitate the calculation of the structure.
ANALISIS PERENCANAAN BALOK GIRDER BAJA PADA JEMBATAN PENYEBERANGAN MULTIGUNA DUKUH ATAS Adam, Zanedine; Rutama , Dedy; Sari, Ribut Nawang
Scientica: Jurnal Ilmiah Sains dan Teknologi Vol. 2 No. 12 (2024): Scientica: Jurnal Ilmiah Sains dan Teknologi
Publisher : Komunitas Menulis dan Meneliti (Kolibi)

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Perencanaan Jembatan Penyeberangan Multiguna Dukuh Atas ini merupakan aspek penting dalam memastikan keamanan dan kehandalan infrastruktur transportasi. Tujuan utama dari penelitian ini adalah menganalisis perencanaan balok girder baja pada jembatan penyeberangan multiguna pada zona 2 proyek JPM Dukuh Atas dan memberikan batasan masalah yaitu diantaranya tidak menghitung stuktur pondasi bawah, pier, dan pier head jembatan. Penelitian ini memanfaatkan perangkat lunak SAP2000 untuk melakukan simulasi, analisis, dan evaluasi perencanaan balok girder baja pada jembatan penyeberangan multiguna. Hasil analisa struktur pada Jembatan Penyeberangan Multiguna Dukuh Atas menghasilkan dimensi I girder dengan 6 gelagar. Kapasitas struktur berupa momen nominal gelagar sebesar 37912,25889 kNm yang lebih besar dari Momen ultimit Akibat Beban Kombinasi sebesar 8099,7 kNm dan lendutan ijin untuk pejalan kaki sebesar 5,5 cm dan lendutan yang terjadi sebesar 5,4 cm pada profil tengah dan shear connector pada I Girder berjumlah 2 buah setiap baris dengan diameter 25 mm.
Rencana Eksploitasi Upaya Pengoptimalan Jaringan Irigasi di Progo Manggis Kalibening Magelang Jawa Tengah Laksono, Aldi Hadi; Kartono, Sumudi; Sari, Ribut Nawang
JURNAL TECNOSCIENZA Vol. 9 No. 1 (2024): TECNOSCIENZA
Publisher : JURNAL TECNOSCIENZA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51158/8jv05509

Abstract

Daerah pertanian di Kabupaten Magelang merupakan hamparan persawahan luas dengan kebutuhan pengairan yang besar. Keberlanjutan dalam proses pengairan terhadap kawasan pertanian harus diimbangi dengan pemantauan terhadap jaringan irigasi yang mungkin mengalami kerusakan fungsi secara berkala. Daerah Irigasi (DI) Progo Manggis Kalibening terbangun pada tahun 1891 - 1905 dengan luas fungsional 3.633 ha. Memiliki 3 intake yaitu Progo, Manggis, dan Kalibening. Kawasan fungsional tersebut tidak lagi terpenuhi secara optimal akibat adanya kerusakan pada jaringan irigasi. Penelitian ini menggunakan jenis metode penelitian yaitu pengembangan dengan maksud dapat mengoptimalisasikan jaringan irigasi. Melalui studi eksploitasi dilakukan dengan tujuan untuk memahami kondisi jaringan irigasi serta kapabilitas debit pengairan sebagai salah satu bagian dalam sistem jaringan berdasarkan pada luas tanam optimal dan analisis lapangan secara manual dan implementasi software Cropwat 8.0. Penelitian ini dilakukan dengan menganalisis pola tanam optimal pada tumbuhan padi, palawija, dan tebu dalam satu tahun periode dengan standar perencanaan. Dihasilkan keseimbangan antara ketersediaan air dan kebutuhan air dengan pemanfaatan air optimal. Periode masa tanam rencana dilakukan pada awal tanam Oktober-Januari, Februari-Mei, dan Juni-September. Melalui software Cropwat 8.0 dihasilkan jadwal pola tanam optimal dengan efficiency irrigation schedule 100% dan yield reduction 0%.
Perbandingan Metode International Roughness Index dan Surface Distress Index Iqbal, Ahmad; Windari, Aulia Choiri; Sari, Ribut Nawang
Menara: Jurnal Teknik Sipil Vol. 19 No. 2 (2024): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v19i2.47798

Abstract

Jalan merupakan infrastruktur penting dalam mendukung berbagai aspek pembangunan. Penelitian ini bertujuan untuk mengidentifikasi dan mengetahui tingkat kerusakan pada Jalan Irigasi Harapan Jaya, Kota Bekasi, dari STA 0+000 hingga STA 2+000. Metode Surface Distress Index (SDI) digunakan untuk menilai kerusakan jalan dengan rentang nilai dari 0 hingga 150. Hasil penelitian menunjukkan bahwa rata-rata nilai IRI Jalan Irigasi Harapan Jaya adalah 18,5, masuk dalam kategori rusak berat. Selain itu, nilai rata-rata SDI Jalan Irigasi Harapan Jaya adalah 156, juga menunjukkan kondisi rusak berat. Untuk jalan dalam kondisi baik atau sedang, pemeliharaan berkala diperlukan untuk menjaga kemampuan strukturalnya. Sedangkan jalan dalam kondisi rusak berat memerlukan perbaikan struktural atau rekonstruksi untuk mencapai tingkat pelayanan yang optimal. Oleh karena itu, hasil penelitian ini diharapkan dapat menjadi acuan dalam menentukan jenis pemeliharaan yang dibutuhkan untuk meningkatkan kondisi jalan Irigasi Harapan Jaya.
Impact Analysis of Vehicle Load and Average Daily Traffic on Damage to Siliwangi Highway Roads Bekasi STA 0+000 - 1+800 Using SPSS and AASHTO Method Sandiawan, Falco; Sari, Ribut Nawang; Choiri, Aulia; Artanti, Lintang Dian
Journal of Global Engineering Research and Science Vol. 2 No. 2 (2023): Vol. 2 No. 2 (Desember 2023): Journal of Global Engineering Research & Science
Publisher : Jakarta Global University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56904/j-gers.v2i2.71

Abstract

The damage on the Siliwangi Bekasi road is suspected to be caused by the large number of heavy vehicles passing through the road. The purpose of this study was to analyze the effect of daily traffic and vehicle load on the damage to Jalan Raya Siliwangi Bekasi. From thr calculation in this study, we can know that the Truck Factor value on the Siliwangi road from the Narogong direction to the Cut Meutia direction is 4.008 which is larger than 1 and truck factor value on the Siliwangi road from the direction of Cut Meutia to the direction of Narogong is 4.403 which is larger than 1. This indicates that road damage is caused by traffic load factors. Based on the results of the R Square test R Square value is 0.539 and 0.924, thus it can be said that daily traffic affects road damage by 53.9% and 92.4%. Based on the results of the t test between vehicle volume and road damage on highway Siliwangi Bekasi from Narogong to Cut Meutia road it is known that: The calculated t value of vehicle volume is 2,858 with Sig 0.024 and the other road section is 6,965 with Sig 0.02 we can conclude that the vehicle volume is greater than t table and the significant level of t calculated vehicle volume is less than 0.05, it can be interpreted that vehicle volume has a significant effect on road damage.
Soil Improvement Method on Body Foundation Dam (Main Dam) with Grouting Method DAM Construction Project (Rababaka Kompleks, West Nusa Tenggara) Hakim, Lutfi; Sari, Ribut Nawang; Sukatja
Journal of Global Engineering Research and Science Vol. 2 No. 2 (2023): Vol. 2 No. 2 (Desember 2023): Journal of Global Engineering Research & Science
Publisher : Jakarta Global University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56904/j-gers.v2i2.74

Abstract

Cement injection under pressure, also known as grouting, is a process in which a liquid mixture is injected into cavities, cracks, and fractures in rock or soil under controlled pressure. The injected liquid undergoes physical and chemical transformations, eventually solidifying. This study aimed to evaluate the performance of various cement-water mixture designs, determine the required volume of grout based on the Lugeon number (Lv), and assess effective spacing intervals between grouting points by calculating grout effectiveness in percentages. Jet grouting, a proven method in diverse soil conditions, employs specialized equipment to hydraulically mix soil with grout, enabling soil stabilization and modification. The system is particularly effective in erodible soils, such as granular soils, and even in cohesive plastic clays. At the Mila Dam, grouting tests were conducted along the centerline of the main dam, specifically at the left abutment (Bukit Tumpuan Kiri) and the riverbed. Core drilling results from the Pilot Hole (BH-01) at a depth of 30 m revealed stratigraphic characteristics. The left abutment rock along the centerline of the dam predominantly consists of gray lapilli tuff overlaid by breccia-tuff rock units, which are brownish in color.
Analisis Dampak Penggunaan Geosintetik dalam Penguatan Tanah untuk Infrastruktur Jalan Raya Hanun, Yunan; Sari, Ribut Nawang
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : Syntax Corporation

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/syntax-literate.v10i3.56209

Abstract

Penelitian ini bertujuan untuk menganalisis dampak penggunaan geosintetik dalam penguatan tanah untuk infrastruktur jalan raya, dengan fokus pada aspek stabilitas tanah, efisiensi biaya, dan keberlanjutan proyek. Metode yang digunakan adalah deskriptif kuantitatif dengan pendekatan analisis data sekunder. Data yang digunakan meliputi literatur, laporan proyek, dan studi kasus yang relevan, serta analisis komparatif terhadap berbagai proyek yang menggunakan geosintetik. Hasil menunjukkan bahwa penggunaan geosintetik dapat meningkatkan daya dukung tanah, mengurangi deformasi, serta mengurangi biaya pemeliharaan. Geosintetik juga memberikan dampak positif terhadap keberlanjutan proyek dengan mengurangi penggunaan material tradisional dan mempercepat proses konstruksi.
Co-Authors Abdul Latif Adam, Zanedine Aristiyana, Fadil Danu Artanti, Lintang Dian Choiri, Aulia Halim, Mirza Abdul Hanun, Yunan Indra Satriadi Iqbal, Ahmad Kartono, Sumudi Laksono, Aldi Hadi Lutfi Hakim Muhlisin, Holis Nugroho, Feri Nurma Yunita, Nurma Radestya, Syaima Rutama , Dedy Rutama, Dedy Sandiawan, Falco Sukatja Supiansyah, Apri warianti, krisna Wilyanti, Sinka Windari, Aulia Choiri