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Uman Sumantri
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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 7 Documents
 1 
Search results for , issue "Vol 25 No 1 (2008)" : 7 Documents clear
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
STANDAR JALAN YANG BERWAWASAN KESELAMATAN TRANSPORTASI DARAT Hikmat Iskandar
Jurnal Jalan-Jembatan Vol 25 No 1 (2008)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

The vital role of roads in supporting community activities is needed to be maintained consistently and incessantly, so roads are able to perform as its standard. Road standard is a term of reference for developing land transportation infrastructure, defined by minimum criteria for accommodating vehicle’s dimension and c haracteristics so that any trip using roads can be done safely, fast, economist or a ffordable by any level of community, and comfortable. The article discusses Road Standard stipulated in Regulations Related to Roads and their use accompanied by government Regulations and technical guidance. According to Regulations, standard of road usage must be obeyed and as a reference for traffic authorities, and therefore, physical performance of roads must be standardized. This paper aims to discuss road standard as it is stated by the law related to road as infrastructure for road transportation and its utilization,including government regulation and other derived regulations. As it is stated in the Roads Law and Traffic & roads transportation law, road standard and its utilization govern institutions responsible for it have to followed as minimum standard to fulfill safety for road users. Two specifications are explained in this paper. Key word: Road Geometric, Road standard, safety.
KELEBIHAN SERTA KEKURANGAN PERKERASAN BERASPAL DAN BETON M. Sjahdanulirwan
Jurnal Jalan-Jembatan Vol 25 No 1 (2008)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

or servicing the passage of vehicles, on the top of sub-grade are consist of pavement, so that the receiving load can be distributed to the value that can be borne of that sub-grade. From efficiency point of view, pavement which are build on the top of subgrade, usually from the bottom to up are namely sub-base, base, and surfacing, with strength are higher to the top. Sometimes, according to design calculation, below the surfacing, there is only base or sub-base (plat form) only, then direct to sub-grade. Material for road pavement also varied, commonly from aggregate, bituminous, or cement concrete. This paper review the advantages and disadvantages the surfacing made from bituminous and concrete, with particular attention to cost, time, durability and strength, comfort and safety, construction nd equipment aspects, and environment impact. Then, the paper describes sinthesis and innovative which are available to reduce the disadvantages of each type of pavement. Keywords: bituminous pavement, concrete pavement, synthesis and innovative

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