cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Uman Sumantri
Contact Email
jurnal.jalanjembatan@pu.go.id
Phone
+6287726088848
Journal Mail Official
jurnal.jalanjembatan@pu.go.id
Editorial Address
Direktorat Bina Teknik Jalan dan JembatanDirektorat Jenderal Bina MargaKementerian Pekerjaan Umum dan Perumahan RakyatJl. A.H Nasution No.264 Bandung 40294 Telp. (022) 7802251
Location
Kota bandung,
Jawa barat
INDONESIA
Jurnal Jalan Jembatan
Published by Direktorat Bina Teknik Jalan dan Jembatan
ISSN : 19070284     EISSN : 25278681     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Jalan-Jembatan adalah wadah informasi bidang Jalan dan Jembatan berupa hasil penelitian, studi kepustakaan maupun tulisan ilmiah terkait yang meliputi Bidang Bahan dan Perkerasan Jalan, Geoteknik Jalan, Transportasi Dan Teknik Lalu-Lintas serta Lingkungan Jalan, Jembatan dan Bangunan Pelengkap Jalan.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 602 Documents
 12   13   14   15   16 
STUDI KONFLIK LALU LINTAS SEBAGAI ALAT MENGEVALUASI PENGATURAN LALU LINTAS: (STUDI KASUS SATU SIMPANG-T DI KOTA BANDUNG) Greece Maria Lawalata
Jurnal Jalan-Jembatan Vol 27 No 2 (2010)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

Road improvement program such as geometric intersection improvement or traffic light should consider road safety and accessibility. Those could be evaluated in a short phase without waiting any accident data from police department or accident occurence but using the tool of traffic conflict study. With the tool, the effectiveness of road improvement program could be valued and evaluated. Traffic conflict study is a traffic event which two or more vehicles involved, and those vehicles take evasive act to avoid crashes. In Indonesia, traffic conflict has been used sevral times i.e. for motorcyle facilicty at intersection, intersection improvement, and traffic management at intersection. This paper describes traffic conflict application at one T-intersection to evaluate conflict resulting from the presence of an illegal traffic office (PTR). The method is comparing some conflict with and without PTR. The result showed taht the presence of OTR do not significantly influence on the number of severe and simple conflicts. In terms of conflict category, the major conflict is generated by turning movement to the right (conclict 1), conflict avoiding vechicles turning right on the same road lane (conflict 4), conflict avoiding vehicles turning right from opposite direction (conflict 7). To overcome such problems and to improve capacity, it should be applied an arrow mark for conflict in the same direction to tun right (category 1), and stop sign form conflict avoiding vehicle which turn right in the same road lane (category 4) and conflict avoiding vehicle turn right from opposite direction (category 7). Key words : conflict study, conflict severity, vehicle manouver, T-intersection, traffic volume.
KAJIAN DASAR PERENCANAAN DAN PELAKSANAAN JEMBATAN PELENGKUNG BETON Lanneke Tristanto; Redrik Irawan
Jurnal Jalan-Jembatan Vol 27 No 2 (2010)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

The arch of an arch bridge structure is mainly a compression member with curved linier parabolic shape. A great part of the uniform and moving loads is carried by compression forces prevent and reduce concrete tensioning due to traffic passage on the bridge. Existing old arch bridges still resist the increasing vehicle loads due to reserve capacity of the comperession member. Arch bridges reduce 15% concrete volume compared to straight girder bridges, so they are economical in dimensionand reinforcement. Arch bridges are classified into two types according to the thrust force transmission. The rigid arch type is optimal for very good soil conditions as the thrust force is directly transmitted to very good foundation soil. The stiffened arch type is suitable for deep foundation condition as the thrust force is carried by the structural tie beam. The monolithic system between super and sub structures with the number of plastic hinges improve the earthquake resistance. The construction of arch bridge always involves the need for formwork that is removed after the arch is connected and the compression line has been formed. An improperly connected arch will fail at the time of formwork removal. The maximum reinforced concrete arch span 90 m is efficient compared to the maximum prestressed concrete girder span 45 m. Composite reinforced concrete arch bridges with steel truss/profile for scaffolding as well reinforcement reach (90-245)m span. Key words : arch bridge, rigid arch, stiffened arch, thrust, compression line
KAJIAN AWAL PERSEPSI PENGEMUDI KENDARAAN PENUMPANG TERHADAP KENDARAAN BERAT DI JALAN TOL IGW Samsi Gunarta
Jurnal Jalan-Jembatan Vol 27 No 3 (2010)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

The presence of heavy vehicles in the carriageway can put passenger-vehicle's drivers in tension that cause these drivers tend to get away form the situation as soon as possible. The study is designed to discover factors causing driving-distractions to and type of distractions that are mostly complained by passengger-car drivers when theyhave to share a carriageway with heavy vehicles. Interviews were carried out to 29 passenger-car drivers of 29-46 years old, with a variation in the expressway driving frequency per year, using a close-ended questionnaires. From the answer, it yielded that the most complained distraction experienced by these drivers was the lack of control over the vehicle when they were overtaking or overtaken by heavy vehicle. The distraction reduces sense of safety of passesger - vehicle which is closely related to the age ofthe driver, dimension and speed of heavy vehicle drivers which is closely related to the age of the age of the driver, dimession and speed of heavy vehicles, enission concentration generated by heavy vehicles and experiences the driver driving on the expressways. The study indicates that reduction in sense of safety is a predominant reason for the instability of traffic flow when a dedicated lane for heavy vehicle is not provided in the expressway. Key words : Traffic Safety, Traffic Interaction, heavy vehicle, sense of safety, Overtaking Maneuvers
LWD PUSJATAN SEBAGAI ALAT ALTERNATIF DALAM MENGEVALUASI PERKERASAN LENTUR (IRE’S LWD AS ALTERNATIVE TOOL FOR FLEXIBLE PAVEMENT TEST) Siegfried Syafier
Jurnal Jalan-Jembatan Vol 35 No 2 (2018)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

The structural strength testing is required to evaluate an existing pavement. The common equipment used for this sort of testing is Falling Weight Deflectometer (FWD. Especially in Indonesia, the availability of FWDs is very limited except in Java island. The alternate equipment for this purpose is to use the IRE’s LWD. This type of LWD is slightly different to that of standard ones, where the IRE’s LWD does not use load cell. The load parameter depends on the height of drops which is calibrated on the laboratory. Another thing is that the IRE’s LWD has higher stress level because its load is higher than the standard ones. This study is to look for the possibility of the use of IRE’s LWD as the alternate equipment for FWD on the flexible pavement as well as to find the correlation between these equipment in terms of surface modulus. The main parameters considered in this study are the surface modulus on the load point (E0) and surface modulus in the 900 mm offset (E1). The site for this study is at IRE campus which is classified as medium to low volume flexible roads. It is found that there is a strong correlation between surface modulus obtained from FWD test and that of IRE’s LWD. This is indicated by the plotting between each modulus around the equality line as well as by their coefficient correlation. This findings assure that it is possible to use the IRE’s LWD as the alternative for FWD for evaluation flexible roads which are classified as the medium to low traffic flexible roads. Keywords: IRE’s LWD, FWD, surface modulus, flexible pavement evaluation, medium to low traffic roads.
ANALISIS DAN EVALUASI FAKTOR AMPLIFIKASI PERCEPATAN PUNCAK GEMPA DI PERMUKAAN TANAH Fahmi Aldiamar; M Ridwan; M. Asrurifak; Masyhur Irsyam
Jurnal Jalan-Jembatan Vol 27 No 3 (2010)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

Earthquake resistant infrastructure planning, generally require the acceleration data at ground level. Currently, the American Society of Civil (ASCE) 07-2010 provides amplification factor for earthquake resistant building design needs so that planners can get the acceleration of the surface by multiplying the value of the accelaration of Infonsesian Earthquake Maps 2010 with the amplification factor. To evaluate the amplification facttor with the seismic hazard analysis using software USGS PSHA-07, evaluation using grid analysis in Sumatra was done using variations of shear wave velocity(VS) which represents the ASCE 07-10 sites classification for very dense soil and soft rock (SC), the soil medium (SD) and soft soil (SE). According to the amplification factor comparison between analysis result and the ASCE 07-2010 at two reviewed period (PGA and 0.2 sec), the SC and SD site result show a close amplification factor to ASCE 07-2010. While large deviation occur between analysis and ASCE 07-2010 at SE site and period T = 1sec with VS30 < 175m/sec. The large deviation probably caused by modeling limitation which only can used specified attenuation function that represent fault zone only. To gain the good quality amplification factor, it is advice to do specific dynamic reponse analysis using local soil condition according to ASCE-07-2010 classification. Keyword : Seismic hazard analysis, amplification factor, peak surface acceleration, surface spectrum response.
PENGKAJIAN KINERJA SLAG DAN BATU GAMPING PADA PERKERASAN JALAN Leksminingsih Leksminingsih
Jurnal Jalan-Jembatan Vol 27 No 3 (2010)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

Pavement materials commonly consist of two important components i.e aggregate ad asphalt. Aggregate with good quality and properties is required for road pavement which directly accommodate traffic load and distribute to layers underneath. In fact, there are some areas where aggregate standard for pavement material is unavailable, alternatively, local materials such as limestone, slag are used. The method used in the research is laboratory experiment by making four kinds of asphalt mix from slag and limestone. Slag and limestone which meet the requirements of standard aggregate can be used as alternative aggregate for asphalt mix. The performance of pavement skid resistance using slag is better compared to limestone. Keyword : road pavement, standard aggregate, slag, limestone, asphalt
PENGARUH TEMPERATUR PEMANASAN ASPAL DAN AIR PEMBENTUK ASPAL BUSA TERHADAP SIFAT ASLI ASPAL Djoko Widajat
Jurnal Jalan-Jembatan Vol 27 No 3 (2010)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

Main material for foamed bitumen consists of asphalt and water. Asphalt properties which are viscous elastic and has a good cohesion create a support to become strong mixture. Clean water is one of the requirements to create foamed bitumen bubbles to meet the desired quality.. Furthermore, foamed bitumen quality is influenced by the heat temperature of the asphalt and precentage of water addition in foamed bitumen process. The quality of foamed bitumen is characterised by Expansion Ratio and Half Life. The paper analyses about the change of asphalt properties in foamed bitumen with WLB 10S (Wiertgen Laboratory - Scale for foam bitumen, 10S type) after addition of water. Asphalt is heated with variation of temperature from 160 - 180°C and variation of water addition from 1% to 5%. To know the change of asphalt properties, tests were conducted on foamed bitumen with water variation of the foamed bitumen from 0-4%. The tests included penetration, softening point, ductility and loss on heating (LOH) with time variaton test of 1 to 30 days. The result showed that penetration, softening point and LOH are almost similar to the original asphalt properties after water in foamed bitumen evaporated. After addition of wate, LOH parameter needs longer time to revert back to the original value. Based on the penetration Index, asphalt tends to have high temperature susceptibility in the beginning of test, however, it will change to be low temperature susceptible after days of testing period, Bitumen is still elastic (ductility > 140cm). To meet the criteria of expansion ratio and half time, high asphalt heating is not necessary. Key word : bitumen properties, foamed bitumen, Expansion Ratio, Half Life, asphalt Penetration Index
PENGARUH PENAMBAHAN SERAT SINTETIK PLASTIK TERHADAP KEKUATAN TEKAN DAN LENTUR BETON N. Retno Setiati
Jurnal Jalan-Jembatan Vol 27 No 3 (2010)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

The use of additional materials to improve concrete performance has rapidly developed, such as synthentic fiber of plastic which commonly used for concrete structure. The use of such material in concrete is expected to be able to increase concrete strength. The purpose of the research is to find out the optimum composition and the effectiveness of plastic fiber in concrete performance. Laboratory tests has been conducted. Based on analysis result showed that at the age of 28 days, the compressive strength with composition of 4 kg/m3 (39,228 N/m3) is 2,6% greater than normal concrete and flexural strength increased 1,6% to normal concrete. Key words : synthetic fibre, composition, compressive strength, flexural strength, fibre concrete
TIPIKAL EVALUASI EKONOMI UNTUK PENINGKATAN STATUS JALAN Natalia Tanan; Sofyan M. Saleh; Muhammad Isya; Bakauddin Bakauddin
Jurnal Jalan-Jembatan Vol 27 No 3 (2010)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

Road as a part of national transportation system has an important role in the economic growth of a region. Therefore, road transportation must arranged to manifest service reliability and integrity with other transportation mode. To produce transportation network taht can give efficiently geography scale of transportation service from global to local, conversely. In this paper, conducted economy evaluation of road status upgrading. The links that be evaluated: the road of kabupaten/kota in Province Aceh, which is in general the condition of the roads are intermediate and poor. Most of the surface are gravel and soil. With the condition, much area potencies not developed yet. From the analysis, obtaned that in Province Aceh must conducted roads status upgrading. The road that will be upgraded become National road are : 3 link which is located in Kota Banda Aceh and Kabupaten Aceh Besar, and the road that will be upgraded become Province road are 66 links that spread in other Kota/Kabupaten unless Simeulue and Sabang. To analyze the economic benefit of the road status upgrading, be used "with and without Project" approach. With existence of this uprading, expected will give benefit for region development and society economy, both direct and inderect benefit. The result of economy evaluation show that upgrading of road status in Province Aceh give value : Nett Present Values = Rp. 797.063.226.209,-, Benefit Cost Ratio = 1,11 ; and Economic Internal Rate of Return = 13,71 % Keyword : region development, road network, road status, economic evaluation, road upgrading
PERILAKU KINERJA STABILITAS LERENG TANAH TROPIS Eddie Sunaryo Munarto
Jurnal Jalan-Jembatan Vol 27 No 3 (2010)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

Perilaku ketidak stabilan tanah tropis terjadi karena material tersebut mudah mengalami perubahan karakteristik baik secara kimiawi maupun secara fisik. Di daerah pengunungan,kestabilannya dapat mengakibatkan terjadinya longsoran, baik longsoran tanah maupun longsoran batuan yang kesemuannya tergantung dari tingkatan dekomposis nya setelah mengalami proses pelapukan. Pengajuan yang dilakukan pada 2 (dua) contoh tanah yang berasal dari Sumedang dan Subang memperlihatkan perilaku dari karakteristik properties material yang sangat tergantung dari originalitas batuan dasar berasal dan tingkat degradasi yang disebabkan oleh kondisi lingkungan yang dipengaruhi oleh iklim tropis mencakup 'temperature tinggi', 'kelembaban tinggi' , dan 'curah hujan tinggi'. Beberapa literatur menyebutkan bahwa material tropis tersebut dinyatakan sebagai 'lapukan tanah tropis ditempat' karenanya sangat mudah mengalami perubahan karakteristik propertiednya baik secara kimia maupun secara fisik. Untuk itu pada aktifitas selanjutnya dalam menghadapi tanah tropis seperti ini baik pada pekerjaan lereng dengan galian tinggi atau penggunaannya sebagai ketidakstabilan konstruksi baik selama maupun setelah selesai. Dalam penelitian ini difokuskan pada pengamatan untuk membuktikan bahwa perubahan karakteristik propertisnya yang mengakibatkan terjadinya banyaknya longsoran di beberapa tempat di Indonesia terutama setelah beberapa saat dikerjakan konstruksinya serta bagaimana dalam menjaga dan menaggulanginya. Kata kunci

Page 14 of 61 | Total Record : 602

 12   13   14   15   16 

Filter by Year

1984 2025


Reset
Filter By Issues
All Issue Vol 42 No 2 (2025) Vol 42 No 1 (2025) Vol 41 No 2 (2024) Vol 41 No 1 (2024) Vol 40 No 2 (2023) Vol 40 No 1 (2023) Vol 39 No 2 (2022) Vol 39 No 1 (2022) Vol 38 No 2 (2021) Vol 38 No 1 (2021) Vol 37 No 2 (2020) Vol 37 No 1 (2020) Vol 36 No 2 (2019) Vol 36 No 1 (2019) Vol 35 No 2 (2018) Vol 35 No 1 (2018) Vol 34 No 2 (2017) Vol 34 No 1 (2017) Vol 33 No 2 (2016) Vol 33 No 1 (2016) Vol 32 No 3 (2015) Vol 32 No 2 (2015) Vol 32 No 1 (2015) Vol 31 No 3 (2014) Vol 31 No 2 (2014) Vol 31 No 1 (2014) Vol 30 No 3 (2013) Vol 30 No 2 (2013) Vol 30 No 1 (2013) Vol 29 No 3 (2012) Vol 29 No 2 (2012) Vol 29 No 1 (2012) Vol 28 No 3 (2011) Vol 28 No 2 (2011) Vol 28 No 1 (2011) Vol 27 No 3 (2010) Vol 27 No 2 (2010) Vol 27 No 1 (2010) Vol 26 No 3 (2009) Vol 26 No 2 (2009) Vol 26 No 1 (2009) Vol 25 No 3 (2008) Vol 25 No 2 (2008) Vol 25 No 1 (2008) Vol 24 No 3 (2007) Vol 24 No 2 (2007) Vol 24 No 1 (2007) Vol 23 No 3 (2006) Vol 23 No 2 (2006) Vol 23 No 1 (2006) Vol 22 No 4 (2005) Vol 22 No 3 (2005) Vol 22 No 2 (2005) Vol 22 No 1 (2005) Vol 21 No 4 (2004) Vol 21 No 3 (2004) Vol 21 No 2 (2004) Vol 21 No 1 (2004) Vol 20 No 4 (2003) Vol 19 No 3 (2002) Vol 19 No 2 (2002) Vol 19 No 1 (2002) Vol 18 No 2 (2001) Vol 18 No 1 (2001) Vol 17 No 2 (2000) Vol 17 No 1 (2000) Vol 16 No 3 (2000) Vol 16 No 2 (1999) Vol 15 No 4 (1999) Vol 15 No 1 (1998) Vol 15 No 3 (1997) Vol 15 No 1 (1997) No 4 (1997) No 2 (1997) Vol 13 No 2 (1996) Vol 13 No 1 (1996) No 4 (1996) No 3 (1996) Vol 12 No 3 (1995) Vol 12 No 2 (1995) Vol 12 No 1 (1995) Vol 11 No 1 (1994) Vol 10 No 3 (1993) Vol 10 No 2 (1993) Vol 10 No 1 (1993) Vol 9 No 4 (1993) Vol 9 No 3 (1992) Vol 9 No 2 (1992) Vol 9 No 1 (1992) Vol 8 No 3 (1992) Vol 7 No 3 (1991) No 2 (1991) No 1 (1991) No 1 (1990) No 2 (1989) No 1 (1989) No 4 (1987) No 2 (1987) No 1 (1987) No 1 (1986) No 3 (1985) No 3 (1984) No 2 (1984) No 1 (1984) More Issue