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All Journal Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Jurnal Rekayasa Sipil Simposium II UNIID 2017 Jurnal Infrastruktur Jurnal Ilmiah Teknik Industri SULUH: Jurnal Abdimas Jurnal Asiimetrik: Jurnal Ilmiah Rekayasa Dan Inovasi jurnal syntax admiration Jurnal Teknik Sipil-Arsitektur Jurnal Artesis
A. R. Indra Tjahjani
Universitas Pancasila
Aerospace Engineering Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Transportation Other

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Journal : Jurnal Teknik Sipil-Arsitektur

 1 
PENGARUH BEBAN LALU LINTAS TERHADAP KERUSAKAN LENTUR DI JALAN TOL BERDASARKAN METODE PAVEMENT CONDITION INDEX (Studi Kasus Ruas Lingkar Luar Jakarta (JORR) W2 Utara Jalur A dan B): INFLUENCE OF TRAFFIC LOAD ON FLEXIBLE DAMAGE ON TOLL ROADS BASED ON PAVEMENT CONDITION INDEX METHOD Case Study: the North Jakarta Outer Ring Road (JORR) W2 Lines A and B Bayu Wiedjayantoro; A R Indra Tjahjani
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 20 No. 2 (2021): EDISI BULAN NOVEMBER 2021
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v20i2.73

Abstract

Jorr toll road function as a network of roads that serves to break down the traffic that currently accumulates in the city of Jakarta, so that this toll road will facilitate the flow of traffic from bogor / Jagorawi towards Tangerang / Merak, and vice versa. With the perfect JORR, it will be one of the alternatives to Soekarno-Hatta International Airport. Jakarta W2 Utara Outer Ring Road is often crowded with traffic during certain hours. So in the field there are many locations of pavement damage where as large in the lane of heavy-laden and overloaded vehicles. Differences in traffic load can cause different levels of road damage between lanes. The extent of road damage can be evaluated by using the PCI method. The purpose of this study is to evaluate the effect of traffic load on flexible damage based on PCI method with the level and type of damage in each lane can be identified.
DAMPAK PEMBANGUNAN PINTU TOL JATIKARYA TERHADAP KINERJA SIMPANG 4 KRANGGAN: The Impact Of The Development Of Jatikarya Toll Doors On Performance Intersection Of 4 Kranggan Doni Haidar Nur; AR Indra Tjahjani
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 20 No. 2 (2021): EDISI BULAN NOVEMBER 2021
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v20i2.87

Abstract

Kranggan intersection in Cibubur City is an intersection with four arms equipped with traffic light signals. Kranggan intersection is the confluence of four roads, namely Jl. Kranggan, Jl. Raya Kalimanggis Jl. Transyogi Barat, and Jl. Transyogi East. This intersection has a condition where long queues often occur at this intersection. especially after the existence of the Jatikarya toll gate, the behavior of the Kranggan 4 intersection has changed the direction of traffic flow, of course, so it is necessary to study how many changes have occurred. The research method used is a quantitative method by collecting road geometric data, intersection geometry and current traffic data in 2021 through direct surveys at the research location as well as traffic data on the Alternative Cibubur (Transyogi) road.Before the existence of the Jatikarya toll gate, it was known that the degrees of saturation for the north and west approaches were 0.80, 1.04 (ds > 0.75 ; saturated), while the south and east approaches produced a degree of saturation (ds) of 0.16 respectively. , 0.30 (ds < 0.75 ; unsaturated). The highest queue length is 387.82 m, the average delay of the resulting intersection is 51.47 sec/pcu and the level of service (LOS) is entered with level E (40-60 sec/pcu). After the presence of the Jatikarya toll gate, it is known that the degree of saturation for the South approach is 0.81 (ds > 0.75 ; saturated), while the North, East and West approaches produce degrees of saturation (ds) of 0.56, 0.11 respectively. , 0.38 (ds < 0.75 ; unsaturated). The highest queue length is 167.87 m, the average delay of the resulting intersection is 13, 72 sec/pcu and enter the the level of service (LOS) with level B (5 – 15 sec/pcu). In traffic conditions in the next 10 years, the performance of the intersection will be very bad, it is known that the degrees of saturation for the north and south approaches are 0.94, 1.37 (ds > 0.75 ; saturated), while the East and West approaches produce degrees of saturation (ds > 0.75 ; saturation). ) respectively 0.19, 0.65 (ds < 0.75 ; unsaturated). The highest queue length is 1353.94 m, the average delay of the resulting intersection is 128.33 sec/pcu and the the level of service (LOS) is entered with the F level (>60 sec/pcu). while the East and West approaches produce degrees of saturation (ds) respectively 0.19, 0.65 (ds < 0.75 ; unsaturated). The highest queue length is 1353.94 m, the average delay of the resulting intersection is 128.33 sec/pcu and the the level of service (LOS) is entered with the F level (>60 sec/pcu). while the East and West approaches produce degrees of saturation (ds) respectively 0.19, 0.65 (ds < 0.75 ; unsaturated). The highest queue length is 1353.94 m, the average delay of the resulting intersection is 128.33 sec/pcu and the the level of service (LOS) is entered with the F level (>60 sec/pcu).
ANALISIS DAMPAK LALAULINTAS ON-OFF RAMP JATIKARYA TERHADAP JALAN TRANSYOGI , CIBUBUR Darmadi; AR Indra Tjahjani
JURNAL TEKNIK SIPIL-ARSITEKTUR Vol. 18 No. 2 (2019): EDISI BULAN NOVEMBER 2019
Publisher : FTSP Universitas Jayabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54564/jtsa.v18i2.2

Abstract

The Cimanggis - Cibitung toll road is part of the development of the Jakarta city ring toll road in accordance with the Government of the Republic of Indonesia program in overcoming traffic congestion in Jabotebek. Cimanggis - Cibitung Toll Road is the second Jakarta toll ring road from Cibitung - Cimanggis - Ciputat - Balaraja. In this segment, Cimanggis - Cibubur has an exit from the Jatikarya toll road, which meets the National Transyogi road in the city of Jatikarya. This Jatikarya Exit toll road will affect traffic behavior on the National Transyogi road, both congestion and vehicle speed. The study of the effect of Jatikarya toll exit is aimed at evaluating the speed, density, traffic volume, V / C ratio parameters that occur both before and after the Jatikarya toll exit operates. The research method used is quantitative method by collecting road geometric data, geometric intersections and traffic data at present 2019 through direct surveys at the study site and related data on the Cimanggis - Cibitung toll road. From the research results, the average velocity value on Transyogi road is 23 km / hr and V / C ratio is = 0.9 during peak hours in existing conditions in 2019. Whereas after the toll road operates, the average speed value on Transyogi road is 32 km / hour and V / C constellation = 0.8 with the condition "do nothing". In "do something" conditions, namely with traffic management carried out mainly on intersections associated with Transyogi roads, namely intersection Kranggan, exit Jatikarya toll road, Ciangsana intersection and tourist city Exit Tol and obtained an average speed of 35 km / h and V / C ratio = 0.7. At 2029 , with "do something" conditions, namely with traffic management carried out mainly on intersections associated with Transyogi roads, namely four-way intersection of Kranggan, exit Jatikarya toll road, Ciangsana intersection and Kota Wisata exit Tol and obtained an average speed of 35 km / h and V/C ratio = 0.97
Co-Authors Akhmad Jarkasi Matondang Arjonson Abdurrahman atika dalima Bayu Wiedjayantoro Daral Suraedi Darmadi Doni Haidar Nur Fadli Kurnia Fajar Tri Utomo Farhan Rafliansyah Farullah, Avif Isna Rahmalia Jonbi Larasati Anggraini Mohamad Reza Fahlevi Muhammad Refly Najid Najid, Najid Pradana, Muhammad Damesha Purwanti, Desy Ayu Puspita Andani, Elvina Siti Rohana Nasution Wiratman Wangsadinata Zahara Dwicahyanti