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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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Kajian Perbandingan Bantalan Elastomer Sebagai Perletakan Jembatan dengan Menggunakan 4 Lapisan dan 3 Lapisan Pelat Baja N. Retno Setiati; Rully Ranastra Irawan
Jurnal Jalan-Jembatan Vol 22 No 2 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

In generally bridge bearing in Indonesia is made from metal, in the case of quality of materials and also installation method often generate problems. This metal bearing pad relatively more expensive and its wight enough heavily in the case of transportation. In Indonesia, the elastomeric bridge bearing have been used. The experiments which have been done to the Experi mental Stationer of Bridge and Road Furniture, Research Technology of Rubber in Bogor, and Produser of Rubber have earned to make laminated elastomeric bridge bearings which made from natural rubber and synthetic rubber according to spesification which have been determined by Standard – Spesification like AASHTO. This spesification required to be taken care of elastomeric bridge bearings which produced do not become problems in periode to come.
Perubahan Komposisi Kendaraan di Jalan PerkotaanDibanding Nilai Normal Yang Ada Pada Kapasitas Jalan Indonesia Erwin Iskandar
Jurnal Jalan-Jembatan Vol 22 No 2 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Salah satu masukan data dalam proses analisis kinerja kapasitas jalan raya dengan menggunakan Kapasitas Jalan Indonesia (KAJI) yaitu, data arus lalu lintas yang digolongkan atau tak tergolongkan dalam setiap kelompok kendaraan bermotor. Apabila data masukan tak tergolongkan, maka KAJI akan menggunakan nilai normal untuk komposisi kelompok kendaraan bermotor tersebut. Nilai prosentase komposisi jenis kendaraan terpengaruh oleh kondisi sosial ekonomi masyarakat, fungsi jalan, dan manajemen lalu lintas jalan bersangkutan. Dewasa ini sebagai dampak dari keberhasilan pembangunan, sejak KAJI mulai diterapkan pemakaiaannya (Thn. 1997) sampai sekarang, telah terjadi perubahan nilai prosentase komposisi jenis kendaraan bermotor. Nilai prosentase komposisi kendaraan dalam KAJI untuk jalan perkotaan terbagi lagi atas ukuran kotanya. Dalam tulisan ini yang mendjadi kasus lokasi studi dengan ukuran kota masuk dalam lingkup 1 s/d 3 juta penduduk, nilai prosentase KAJI dimana kendaraan ringan 60%, kendaraan berat 8%, dan sepeda motor 32%. Hasil penelitian yang telah dilakukan di Pusat Litbang Prasarana Transportasi menunjukan perubahan sebagai berikut, kendaraan ringan 35%, kendaraan berat 4%, dan sepeda motor 61%. Dengan adanya perubahan nilai komposisi tersebut, dalam analisis kinerja jalan menggunakan piranti KAJI, bisa memungkinkan luaran kinerja lalu lintas kurang akurat.
Potensi Sifat Ekspansif Tanah Kelempungan M. Suherman
Jurnal Jalan-Jembatan Vol 22 No 2 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

During the reconnaissance and preliminary stage of a project, identification of expansif clay soils is essential to allow for appropriate sampling, testing and design stages. The inve stigation must actually comprise two important phases. The first is recognition and identification of the soil as expansive soil and the second is for design prediction. The common identification methods are based on standard classification result, such as grain size analysis and Atterberg limits, however other tests used in identifying potentially swelling soils are also available.
TRATEGI PERENCANAAN PENINGKATAN PERKERASAN JALAN LENTUR M. Sjahdanulirwan; Nono Nono
Jurnal Jalan-Jembatan Vol 22 No 3 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Road has a very strategic role in social, economy, culture and national integrity, however, in the time being (traffic load and environment) the pavement performance has been decreasing. To gain a pavement performance, which is suitable or better for the users’ demand, is very difficult to achieve. This is only one of the reasons of limited budget so the aging serv ice of the pavement is shorter than the planning, such as occurs on The East Sumatera Roads. Condition of that pavement is serious damage and needs improvement, moreover, there are some areas needed to be reconstructed. Meanwhile the available financial to support the construction in 2005 is only 10% from the estimating needed finance. This paper is discussing the road improvement planning strategy related to often-limited budget. Based on the analysis whenever the existing budget is very limited, it is better that the budget is not be allocated evenly for the long of existing road surface because the result will not be effective. To optimize the budget and fulfil the demand of road users’ a better pavement performance, improvement planning strategy for the whole road surfaces is done segmentally not distributing evenly. This segmentation way also including improvement suits to aging planning or ideally and for other parts are not planned optimally but still having strength structure for 1 to 2 years to fulfil road users’ demands. Nevertheless, to obtain pavement suitable to aging planning depends on the continuous maintenance (routine and period).
EVALUASI KONDISI STRUKTUR JEMBATAN DENGAN PENGUKURAN TEGANGAN DAN REGANGAN AKIBAT BEBAN LALU LINTAS AKTUAL Setyo Hardono
Jurnal Jalan-Jembatan Vol 22 No 3 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

The background of this paper is the problem of evaluation of the bridge structural condition during service life. The evaluation becomes important in determining the bridge capacities or influence of cyclic load to the bridge structure. The assessments of these problems often appear. Measurement of tension and strain of bridge structural elements are essential in technical discussions to assess the evaluation of actual bridge capacity. The tension and strain instrumentation are placed at critical section of the element. Strain data and tension are measured during passage of vehicles. The recorded data will contain maximum, minimum and average tension and strain measurement during testing. Evaluation of strain and tension data will reveal the pattern of tension cycles that occurred during the bridge testing by vehicle passage loading.
ALAT UJI MICRO DEVAL SEBAGAI ALTERNATIF PENGUJIAN DURABILITI AGREGAT Djoko Widajat
Jurnal Jalan-Jembatan Vol 22 No 3 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Micro Deval has been developed in Europe as aggregate wear test, however from one of the specification used in this country not only Micro Deval was used to classify aggregate type but also Los Angeles Abrasion Value. Data show that LAA Value increases as Micro Deva l value increases, but some data show that the value of LAA is low while the micro deval value is high. Micro deval can be used to test the aggregate wear in wet condition.
PENGEMBANGAN BASIS DATA KECELAKAAN LALU-LINTAS Hikmat Iskandar
Jurnal Jalan-Jembatan Vol 22 No 3 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Traffic accident is an unexpected occurrence, scarry, and very costly, but difficult to avoid, it freightens all of the travelers. Traffic Police reported that there was at least 10,000 fatalities occurred in general roads throughout Indonesia, a huge number of wested potential. This is the reason to formulate effort for reducing and preventing accident in the future. This paper aims to discuss the need for developing data base and its effor for handling traffic accident. Background for basic information of accidents, development of database, and tool to execute data base are discussed. The traffic accident recording form as a product of the previous studies are presented as to disseminate to the stake holders and to gain critics and advices.
PEMILIHAN TIPE GRADASI YANG TAHAN DEFORMASI PLASTIS PADA CAMPURAN BETON ASPAL Nono Nono
Jurnal Jalan-Jembatan Vol 22 No 3 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Flexible pavement defect which is frequently occurred in some regions that have high temperature and heavy loaded traffic is called plastic deformation. There are two factors contributed significantly to plastic deformation in asphalt mixture, they are volumetric of mixture and the use of grade asphalt. Problem in volumetric of mixture can be overcome by choosing appropriate gradation of aggregate that have sufficient void to accommodate asphalt under densification by traffic. To solve the above problem, research on the selection of aggregate gradation as an alternative to anticipate plastic deformation in laboratory scale has been conducted. The result indicated that properties of asphalt mixtures with aggregate gradation cut across Fuller Curve (below restriction zone) is not sensitive to plastic deformation.
ALIRAN LALU LINTAS DAN JARAK GAP OPTIMAL PADA PERSIMPANGAN T Erwin Kusnandar
Jurnal Jalan-Jembatan Vol 22 No 3 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Track of traffic flow crossing an uncontrolled T junction creates some conflict points and potentially as traffic accident site. This condition caused the maneuver of vehicles whereas crossing, merging and diverging conflict. Merging vehicle to mainstream vehicle run in a queue need a sufficient distance of gap in order to joint safely. The judgment of accepting or re fusing a distance of gap mostly depend on the decision of the driver which is not according to the priority and by forcing. This situation where as the angle form by the merging vehicle is smaller than 30 degrees will mostly accept by the driver than greater than 30 degrees. This has been proved according the result of empirical research carried out in several road links which type is 4 lanes, 2 direction. Merging with angle smaller than 30 degrees can be accepted if the exit road from the junction has been provided with taper or weaving section.
PENGARUH ARAH GROOVING BETON TERHADAP TAHANAN GESER PERKERASAN KOMPOSIT BETON SEMEN-ASPAL R. Anwar Yamin; Abdul Halim; Eddie Djunaedi
Jurnal Jalan-Jembatan Vol 22 No 3 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Overlaid asphalt onto concrete pavement is another alternative than regrooving; it creates a composite layer of concrete-asphalt. Monolithic concrete-asphalts depend on bonding at its interface and affected by direction, space and depth of grooving, quantity and may type of tack coat used. This research aimed to know the effect of grooving direction to shear resistance the interface of on concrete-asphalt composite layer. Three types of grooving: transversal, angle of 45o and longitudinal, used. Emulsied asphalt of CRS-1 and cut back asphalt of RC-70 by quantity of 0, 2 l/m2 and 0, 6 l/m2 applied as a tack coat. As the results, it is known that shear resistance the interface of on concrete-asphalt composite layer affected not only on grooving direction but also quantity of tack coat and normal force applied. For concrete-asphalt composite layer, the highest shear resistance given by transversal grooving direction and 45o angle of grooving direction is better than longitudinal grooving. For all grooving direction, CRS-1 emulsified asphalt has a higher shear resistance than RC-70 cut back asphalt and changing of adhesiveness of RC-70 caused of normal force is more susceptible than CRS-1.

Page 23 of 61 | Total Record : 602

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