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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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PENELITIAN PENGGUNAAN BERBAGAI BAHAN STABILISASI TANAH UNTUK PERKERASAN JALAN Leksminingsih Leksminingsih
Jurnal Jalan-Jembatan Vol 23 No 2 (2006)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Indonesia has various of soils properties, therefore not all soils in Indonesia has fullfill soil’s standard of bearing capacity in order to be suitable for road base of pavement. To fullfill specification of bearing capacity for road base of pavement needed to use soil stabilisation for soil that can use. There are variety of soil stabilisations type within different area in Indonesia i.e RRP, ESC, Phospogypsum, lime, cement,etc The characteristics of soil stabilisation perfomance was tested by laboratory, there are three types of soil stabilisation characteristics that use in three types of soils, are : Ronald Road Packer (RRP) 2-3-5 Special, Osaka Expansive Soil Compound (ESC) and Phospogypsum. The RRP and Phospogypsum as an organic soil stabilisation which function as a catalyst, improving CBR and density not too high, it reveals that the type of soil stailisation from pozzoland is proved CBR and density increase quicker and higher than the type from anorganic, therefore soil stabilisation materials from pozzoland is better to meet standard for road base of pavement.
PENGARUH PENAMBAHAN ASBUTON BUTIR TERHADAP KARAKTERISTIK BETON ASPAL CAMPURAN PANAS Madi Hermadi
Jurnal Jalan-Jembatan Vol 23 No 2 (2006)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

One of Asbuton technology utilization is to use Granular Asbuton as additive for hot mix asphalt pavement. By adding Granular Asbuton, the hot mix asphalt pavement will be more resistant to traffic load and deformation. To understand how the characteristic changes of hot mix asphalt pavement, in this research, Granular Asbuton was added around 0%, 4%, 7% and 10% to hot mix asphalt then these characteristic were tested. The result showed that the addition of Granular Asbuton can affect hot mix asphalt characteristic such as binder characteristic, density, voids (VMA, VIM, VFB), Marshall stability, flow, Marshall Quotient, and dynamic stability. Based on the partial correlation analysis, each characteristic has significant correlation. The result also showed that the optimum addition of Granular Asbuton is 7%.
PENGKAJIAN METODA PELAPISAN ULANG CAMPURAN BERASPAL DIATAS PERKERASAN BETON Neni Kusnianti; Y. Ronny P.A
Jurnal Jalan-Jembatan Vol 23 No 2 (2006)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

As a normal condition of pavement, rigid pavement performance will decrease as a result of traffic load and environment factors. Generally, the decrease of performance may in term of structural or functionality of pavement to support traffic. To improve pavement performance and make the most of existing pavement effectively some efforts are needed to reinforce the existing pavement. Service life of rigid pavement can be extended by overlaying new asphalt layer above the existing rigid pavement. Overlay flexible pavement above rigid pavement need a guidance, so that the expected service life can meet the design and also the existing rigid pavement strength can be used effectively and efficiently. In this paper some method of AC overlay over rigid pavement are presented such as Austroad and AASHTO method.
MEKANISME FATIK DAN PENGARUH RESONANSI PADA KERUNTUHAN JEMBATAN CALLENDER HAMILTON Lanneke Tristanto
Jurnal Jalan-Jembatan Vol 23 No 3 (2006)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

The complication in fatique mechanism of bridges is becoming transparent through simplified basic knowledge principals. Bridges are subjected to self weight and vehicle traffic loads, causing structural deformation throughout the life time. Deformation causes stress in the bridge material. Material stress capacity is the source for bridge strength. The bridge strength that is optimal during servicability life, decreases in time of maintenance, and becomes fatique in time of replacement. Fatique mechanism is high lighted in bridge failure cases. Fatique of material needs a long process before developing into total damage, therefore a bridge structure will not collapse due to fatique conditions only. During traffic jams, resonance will occur between the heavy vehicles as vibration machine (frequency 2-3 Hertz) and steel truss girder (frequency 2-3 Hertz). Resonance between two identical frequency vibrations increases the bridge response to infinite displacement, causing a sudden failure like in an earthquake disaster. Key words : fatique, resonance, frequency, displacement
HASIL PEMURNIAN ASBUTON LAWELE SEBAGAI BAHAN PADA CAMPURAN BERASPAL UNTUK PERKERASAN JALAN Furqon Affandi
Jurnal Jalan-Jembatan Vol 23 No 3 (2006)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Indonesia only produces asphalt around 650,000 tonnes annually, whilst the need for the constructions and road maintenance is about 1, 2 m illion tones. To meet those needs, Indonesia has imported asphalt from several countries. On the other hand, Indonesia has large deposit of natural asphalt known as Asbuton approximately about 200- 600 million tones which has not been utilized efficiently. Asbuton contain around of 20 % bitu men and 80% mineral. Considering that Indonesia has large deposit of Asbuton and to meet the need of asphalt shortage, new Asbuton product called “ Asbuton Murni – Pure Asbuton “ has been developed. It is extraction of Lawele Asbuton and processed to be “pure – bitumen” containing of less than 1% mineral. “Asbuton Murni” is liquid substance like pen bitumen and it can be delivered in drums or bulk, so that is a high affectivity is asphalt hot mix and easily used as other asphalt products. “ Asbuton Murni“ product has a good properties as proved from test results such as penetration, softening point, solubility, ductility, loss on heating, high penetratio n index ( + 0. 144) compared with conventional asphalt cement (- 1,127) and perfectly suited for heavy traffic with high temperature like Indonesia. The result of bituminous mixes (hot mix) using “A sbuton Murni” showed superiority compared with hot mix using conventional asphalt cement pen grade 60. Another advantage of using Asbuton Murni in hot mix is high stiffness modulus for any temperature test, therefore, it has better spread loading ability from traffic to subgrade and better resistance to permanent deformation as seen in high dynamic stability or less deformation due torepeated loads. Layer thickness for overlay in asphalt hot mix for various design traffic loading is less compared with conventional asphalt pen grade 60, resulting in significant saving. The application in Asphalt Mixing Plant (AMP) is simple because of unrequired additional special equipment, is similar to other mixing process with conventional asphalt pen grade. In short, from the above test results of both bitumen (asphalt) and asphalt mixes, “Asbuton Murni” can be able to meet the need of aspha lt shortage nationwide with a better quality
PENELITIAN PERAN SERTA MASYARAKAT DALAM MENGURANGI KERUGIAN AKIBAT KEMACETAN LALU LINTAS DENGAN MENGGUNAKAN TRANSPORT DEMAND MANAGEMENT (TDM) Agus Bari Sailendra
Jurnal Jalan-Jembatan Vol 23 No 3 (2006)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Urban traffic congestion is a part of the day-work rutinity, and it tends to spread at wide area, then it becomes strategic issue to concern all society. TDM derives from Transportation System management focused on management demand. One of the approach which TDM used is to manage behaviour road users of urban transportation in using transportation facilities to increase the capacity and operationalisation. The scenario it to observer the behaviour of road user as a public participant. The primary data was collected through structuring interview and supported by related institutions as secondary data. The statistical non-parametric were used on data analysis using three approaches I.e, level of public preferency, participation, and public opinion priority. There is positive indication on society preferency level and there will be policy priority applied in reducing traffic congestions. In general (87%), road user agreed and would participate in running TDM policy. The highest value utility relatively is provided policy alternative on traffic jam billboard information and alternative route (36%), toll/restribution (34%), bus school private or government (32%), and expensive tariff parking-lot (32%). To apply all of them, there should be detailed study, for example, tariff study rising ability to pay (ATP) and willingness to pay (wtp), So, participation of road user in reducing of traffic congestions can be applied optimally
ESTIMASI KETIDAKPASTIAN PENGUKURAN DALAM PENGUJIAN KUAT TEKAN BETON N. Retno Setiati
Jurnal Jalan-Jembatan Vol 23 No 3 (2006)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Compliance testing sometimes involves measured values, which lie close to the zone of uncertainty. A different method of uncertainty evaluation by foreign authority could mean rejection of a container of goods destined for import because of expansion of the recalculated zone of uncertainty. In the era of global marketplace it is imperative that the method for evaluating and expressing uncertainty be uniform throughout the world so that measurements performed in different countries can be easily compared. This study gives the recommended method for evaluating me asurement uncertainty that is applicable for calibration and testing laboratories which based on SNI-19-17025-2000. The method of evaluating measurement uncertainty described in this studies in accordance with ISO “Guide to the Expression of Uncertainty in Measurement”.
TINJAUAN PENAMBAHAN ASBUTON DALAM CAMPURAN BERASPAL PANAS DARI SEGI TEKNIS DAN FINANSIAL Kurniadji Kurniadji; Nono Nono
Jurnal Jalan-Jembatan Vol 23 No 3 (2006)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Recent years, there have been two issues of asphalt pavement in Indonesia i.e firstly, the supply of asphalt cannot meet national demand, so that it needs to be imported. Secondly, life design cannot be reached due to early demage resulted from inappropriate mixture used to accommodate traffic loads. To reduce imported asphalt and improve asphalt mixture performance is the use of asbuton known as Butas, mined in Buton where 677 million tonnes of natural asphalt deposit can be found which equivalent to 170 million tonnes of asphalt cement. Lawele has the most asbuton constituting 30% or 210 million tonnes but has not been utilized, on the other hand Kabungka with deposit of 60 million tonnes has been first developed. Asbuton Lawele contains 30% of bitumen, by considering the ratio of bitumen filler, the use of asphalt cement in mixture can be saved to one third resulting in saving of imported asphalt from 600.000 tonnes to 400.000 tonnes or saving of $ 100 million per year. Research result showed that hot mix asphalt added by asbuton has several advantages mainly in the increase of dynamic stability from 1457 passes/mm to 2743 passes/mm with 5% asbuton, 3283 passes/mm of 10% asbuton and resilient modulus from 2302 MPa without asbuton to 3480 MPa with 5% of as buton and 5163 MPa with 10% of asbuton. Moreone, from simulation calculation based on existing road condition and given resilient modulus of asphalt mix, as the thickness is less with the same design life and cumulative traffic load, the construction of asphalt layers with asbuton is 20% cheaper compared to asphalt layers without asbuton, although the price unit in ton is 3,7% higher for 5% of asbuton and 7,3% for 10% of asbut on, the price of asbuton is Rp. 750.000 perton. In order to have equivalent price between hot asphalt mix with asbuton and without asbuton, the price of asbuton should be Rp. 540.000 per ton in project location.
Modus Dan Mekanisme Kerusakan Perkerasan Lentur M. Sjahdanulirwan; Nono Nono
Jurnal Jalan-Jembatan Vol 22 No 1 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Increasing of the pavement life is cause deteration of pavement. Deteration is faster when there are over loading and the effect of unfriendly climate. This paper discusses of modus and mechanism of the defect occurring on flexible pavement and also recommendation of maintenance. Giving attention for example to type and quantity of defect, a maintenance program, and a suitable method of construction, can increase the effectively and efficiency of maintenance
Pengujian Kekuatan Struktur Perkerasan Berdasarkan Lendutan dengan Benkelman Beam dan Falling Weight Deflectometer Furqon Affandi
Jurnal Jalan-Jembatan Vol 22 No 1 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

The evaluation of pavement strength has been conducted and developed for long. There are two different types of evaluation namely destructive and non destructive methods. The tools for non destructive techniques have rapidly developed such as Falling Weight Deflectometer (FWD), however, this equipment is very expensive so that big budget is required for it. Moreover, the number of road links served is long. Another simple equipment is Benkelman Beam (BB) which well known in Indonesia, cheap and more practical in use . This paper presents the relationship between the test results of the strength of the structural number of existing pavement structures in Central Java using FWD and BB obtaining from surface deflections and tangent of deflection bowl. The study reveals that a variety of relationships occurred so that careful consideration is needed in correlating the relationships of the strength of pavement structures based on FWD and BB.

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