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Direktorat Bina Teknik Jalan dan JembatanDirektorat Jenderal Bina MargaKementerian Pekerjaan Umum dan Perumahan RakyatJl. A.H Nasution No.264 Bandung 40294 Telp. (022) 7802251
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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
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PENGARUH KEKURANG-TEPATAN DATA MASUKAN DALAM PERENCANAAN PERKERASAN JALAN LENTUR Nono Nono
Jurnal Jalan-Jembatan Vol 26 No 1 (2009)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

In general, the pavement design methods used in Indonesia are adopted from pavement design methods of AASHTO or TRL, such as flexible pavement design with analysis component methods (structural number analysis). The effectiveness of design result depend upon the use of design input, completeness and accuracy of data, that is traffic data, environmental or regional factor and terminal serviceability index (Pt). This paper discusses the effect of inaccurately inputing data, which is used for the design result. Design result showed that incorrect determination decided of regional factor, terminal serviceability index (Pt) and the use of the equivalent standard axles of Austroad formula have a significant impact on it.
PENGGUNAAN PASIR ALAM KALIMANTAN TENGAH UNTUK CAMPURAN BETON ASPAL LAPIS PERMUKAAN Nono Nono
Jurnal Jalan-Jembatan Vol 26 No 1 (2009)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

From years to years the use of aggregate for maintenance and new pavement construction increases, while the resources of crushed stone decrease. Every year the need of aggregate to use for pavement construction in Central Kalimantan is increased. This research is based on the use of natural sand from Central Kalimantan for asphalt concrete wearing course (ACWC). To evaluate the performance of asphalt mixture in the laboratory, the test conducted in this research was Marshall Test. The result shown that the use of the natural sand up to 37% from the total weight of asphalt mixture, was still conform to the specification. Key words :natural sand, Central Kalimantan, asphalt concrete wearing course
PREDIKSI TEBAL LAPISAN BERASPAL MENGGUNAKAN DATA LENDUTAN FWD DAN METODA NEURAL NETWORK UNTUK SINGLE LAYER PERCEPTRON Siegfried Siegfried
Jurnal Jalan-Jembatan Vol 26 No 1 (2009)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

At the time the use of non destructive test for pavement has been a trend because of its effectiveness and mobility. Falling Weight deflectometer (FWD) is famous equipment for this aim. Actually the use of FWD is to collect structural data in term of deflection. The deflection data also can be used to predict the thickness of bituminous layer using the neural network of single layer perceptron. For three locations tested it is found that the difference between the thickness obtained from test pit and the average result using this neural network calculation is less than 10%. It is recommended that this method can be considered to use for collecting pavement data especially for building a data base. Keywords : Neural network, Single layer perception, deflection, FWD
UJI COBA TEKNOLOGI DAUR ULANG CAMPURAN DINGIN DENGAN FOAM BITUMEN PADA JALAN PANTURA JAWA BARAT Djoko Widajat
Jurnal Jalan-Jembatan Vol 26 No 1 (2009)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Technology of recycling can be implemented in the road maintenance program such as road rehabilitation or betterment project. To construct new pavement base course, material for cold mix recycling comes from the existing surface or base pavement layer. An application of foam bitumen binder with addition of active filler, shows an increasing strength of mixture and the impact of water to the mixture can be reduced because of cohesion from fine material particle with the bitumen. Foam bitumen occurred when water and air with a pressure, dispersed into hot bitumen in the expansion chamber, causing foaming of bitumen spontaneously. Fume which occurred during process in contact between water and hot bitumen, trapped in small bubbles which caused bitumen physical characteristic temporary changed. Foam expansion causes asphalt volume increased but in the short time foam reduced and the asphalt volume back to the origin. To make a mixture, as possible aggregate is mixed rapidly with foam bitumen until homogenous mixture obtained. The higher the volume of foam bitumen resulted the higher the bitumen distribution in the mixture. This paper describes about recycling technology with foam bitumen as a binder which has been implemented in Pantura road link. This link is a strategic and economic transportation lane with high volume and heavy traffic loading. The existing pavement has thick bitumen surface course resulted from past overlays. Keywords : recycling, foam bitumen, reclaimed material, filler active.
UPAYA PENINGKATAN STANDAR PELAYANAN MINIMUM (SPM) JALAN TOL DI INDONESIA Rudy Hermawan Karsaman
Jurnal Jalan-Jembatan Vol 26 No 1 (2009)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

One of the aspects needed to ensure smooth, safe, comfort, and efficient operation of a toll road is related to service and operating systems. The Minimum Service Standard (MSS) has been a parameter adopted for measuring the performance of a toll road and its service to the toll road users. Basically, this MMS should be fulfilled as a guarantee provided to the toll road users, which consists of road condition, average traffic speed, accessibility, mobility, safety, and support units for handling emergency conditions and traffic accidents. To enhance the toll road service in Indonesia, the MMS needs to be increased. This could be done by reviewing the MSS parameters and their values currently applied. The expectations from this effort are a better quality of the toll road, both safety and comfort, and increase in the level of service and safety for the toll road users. This paper describes proposed aspects which could be considered to increase the MSS, in its parameters and the values of those parameters. Keywords : Toll Road, Minimum Service Standard, Operation System
PENGKAJIAN BESARAN BIAYA KECELAKAAN LALU LINTAS ATAS DASAR PERHITUNGAN BIAYA KORBAN KECELAKAAN STUDI KASUS BANDUNG, CIREBON DAN PURWOKERTO Agus Bari Sailendra
Jurnal Jalan-Jembatan Vol 25 No 1 (2008)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Almost every year the number of dead victims caused by traffic accidents in Indonesia reached 10.000 persons, excluding the loss of seriously and slight injured victims and the loss of materials. The effect of the accidents increased the cost of road users, and economically made inefficient use of resources. Efforts to handle the accidents, before (prevention) and after (reduction) the occurence of the accidents, have been continuously performed. However, the results are not maximum yet since the economic approach is not taken into account. One of the economic considerations needed is to find out the benefit of the investment in handling the accidents. For this reason, a study of accident costs, specifically based on the costs paid by the accident victims was conducted by the Transport Research Laboratory (TRL, UK) in collaboration with the Center of Research and Development of Road and Bridge in 1993. The study conducted using the Gross Output or Human Capital Approach in three towns found that the accident costs for dead, seriously injury, and slightly injury victims were Rp. 119,015,893,- , Rp. 4,973,889,- , and Rp. 946,506,- respectively. In addition, the costs related to the vehicle damage and the costs for handling the accidents were not included in this study. Kewords: Traffic Accidents, Accident Victims, Gross Output, and Human Capital Approach
PENGARUH PENAMBAHAN KATALIS BEKAS (SPENT CATALYST) TERHADAP KINERJA CAMPURAN BERASPAL Leksminingsih Leksminingsih
Jurnal Jalan-Jembatan Vol 25 No 1 (2008)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Research on the use of waste materials has been conducted to find out whether they can be useful for road pavements. Claimed that waste materials such as spent catalyst, slag, fly ash, etc. can be directly used in asphalt mixture by certain process. Waste material used in the research was Spent catalyst from Pertamina Balongan, Cirebon. Laboratory and field experiments were performed using AC wearing course, blended with 5% -10% Spent Catalyst. By adding 5% Spent Catalyst exhibits 28.6% higher Marshall stabilities and 22.2% higher Dynamic Stabilities than that of standard mixes. For field experiments 5% spent catalyst was used and the results showed that 31.3% higher Marshall stability, 21.4% higher Dynamic Stability and 26.1% higher Modulus than those of standard mixes. Field experiments were carried out at km 16.428 in Cileunyi Road, Bandung, West Java. After six months, in slow lane and fast lanes were found 21.9% and 47.4% lower rutting depth was 21,9% and 47,4% lower than that of standard pavement in the pavement with spent catalyst than in standard pavement. From the above results, it can be concluded that spent catalyst can be used to increase the asphalt mix performance mainly in increasing Stiffness in pavements Keywords : Spent Catalyst, AC Wearing Specification, Marshall stability, Dynamic stability, Modulus Resilient.
KUAT GESER LAPISAN BETON ASPAL DAN PADA PELAT BAJA UNTUK JEMBATAN Furqon Affandi
Jurnal Jalan-Jembatan Vol 25 No 1 (2008)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Shear strength between asphalt wearing course and layer beneath in pavement structure has an important role. Wearing course distress will occur due to unsatisfactory shear strength such as shoving, craks and REMOVAL of some wearing course. Moreover, adequate shear strength of asphalt mix layer on steel plate deck bridge is required as well. Laboratorydirect shear test was performed to find out the shear strength between asphalt mixes and various coated steel plates to protect against corrosion. Test result using direct shear principles showed that shear strength resulted from different coating on steel plates was not significant. Test result and its analysis indicated that shear strength between wearing course of asphalt mix layers and steel plates is less than shear strength between wearing course and binder course os asphalt mixes. Therefore, a great careful application (spreading and placement) of asphalt mix on steel plate deck bridge must be taken into account. Key words : Shear strength, steel plate, asphalt mixes, coated material, direct shear
CHARACTERIZING LOAD LIMIT OFFENCES IN INDONESIA: A STATISTICAL APPROACH ON OVERLOADING CASES AT WBSS IGW. Samsi Gunarta; Idwan Santoso; Bambang Ismanto; Pradono Pradono
Jurnal Jalan-Jembatan Vol 25 No 1 (2008)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Overloading has caused headache to Indonesian Road Authority due to its rates and severity. The Directorate General of Land Communication (DGLC) suspected mismanagement of Weigh Bridge Station (WBS) significantly contributes to the in effectiveness of WBS in deterring overloading offences from the road network. A change was set up by involving private sector in WBS management. Four WBSs in Sumatra were included in the pilot project. This paper utilized the data provided by the pilot project to characterize overloading offences captured by the WBSs.Three hundred sixty (360) cases were randomly selected from over 10,000 cases of 4 WBSs. Descriptive and crosstabs analyses were conducted indicating that overloading has not been simply related to trucking cost coverage but rather related to the utilization of resources in freight transport. Deeper understanding by conducting insight look towards the motivation of overloading is strongly recommended in solving the problem of overloading. Keywords : Overloading Offences, Weigh Control, Freight Transport, overload countermeasure
PENANGANAN EROSI LERENG GALIAN DAN TIMBUNAN JALAN DENGAN RUMPUT VETIVER G. Gunawan; Nanny Kusminingrum
Jurnal Jalan-Jembatan Vol 25 No 1 (2008)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Erosion is really a problem in slope areas where the length andinclination of slope influence surface flow and erosion. Double increase of flow in speed leads to the increase of eroding granular soil up to thirty-two fold. When the length of slope is two-fold, the erosion will be 1.5 times. Research result in Indonesia indicated that the degree of erosion in deforested lands reached 120-400 tonnes/ha/year. Such case will obviously give negative impact on road drainage system. Therefore, erosion control technology in roadside slopes should be developed. The purpose of the research is to find out the influence of slope inclination and vegetation on the degree of erosion at the inclination either above or under 60â—¦. Furthermore, erosion control technology is also discussed. To achieved the purpose, the research was done and laboratory prototype of erosion control with vegetation was made. Field research of erosion control technology using vetiver grass combined with bahia grass was carried out. Research showed that the degree of plant lushness and the lushness of slope cover, by covering > 70% of slope, eroding land is almost zero. Planting of vetiver will effectively reduce the degree of erosion when it is planted in lines and bahia grass is planted in between. Key word : control soil erosion, vegetasi, vetiver grass

Page 16 of 61 | Total Record : 602

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