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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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Teknologi Pemanfaatan ASBUTON Sebagai Bahan Perkerasan Jalan I Ketut Darsana
Jurnal Jalan-Jembatan Vol 22 No 1 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Asbuton founded in 1920’s and has been using as pavement material since then, approximately 3.5 million ton. Performance of conventional mixing of Asbuton’s aggregate as Lasbutag was not successful. Therefore, in this paper will be try to find the better solution of Asbuton mix to solve all the boundaries problem. And finding that Teknobutas as the last product, is better comparing with others, and also informed, the last refined of Asbuton.
Kecepatan Aus Cat Marka Jalan Akibat Lalu-Lintas dan Lingkungan Jalan di Kota Bandung Nanny Kusminingrum; Leksminingsih Leksminingsih
Jurnal Jalan-Jembatan Vol 22 No 1 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

The use of road marking paint for safety of road users currently increased rapidly and with the use of high quality of road marking paints led to the reduce of traffic accidents. Based on field observation showed that preliminary ageing of road marking paints occurred. Research results of road marking paints of several road links in Bandung conducted at the end of 2001 with observation over the year of 2002, abration was found for the manual application (by hand brushing) with the abration percentage reached 100% during one year after application, using marking machines (compressor), the wearing reached 80% when the surface was well prepared and the paint was well laid (with compressor), loss of adhesion can be reduced to 50% over one year. Based on on observation, high traffic is the main cause of loss of adhesion compared to environmental factor measured i.e the average temperature on the pavement surface still below the softening point of asphalt
Hubungan antara Komposisi Kimia Aspal dan Sifat Rheologi Aspal Tjitjik Wasiah Suroso
Jurnal Jalan-Jembatan Vol 22 No 1 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

The article presents the research result on the relationship between chemical properties and rheological properties of several asphalt samples as road pavement materials. The research was conducted in the following ways 1) chemical analysis to determine the content of asphalten and the parameters of malten composition as the comparison between the number of nitrogen fraction base plus acidafit I and Acidafit II plus paraffin before and after heating. 2) to determine rheological properties of asphalt, asphalt penetration, weight decrease (evaporation of light fraction) before and after heating, asphalt penetration ratio (ageing). Determination of asphalt malten composition parameters was done by solubility and precipitation method developed by Stenberg Rostler. The result showed that there is a relationship between malten composition parametr, asphalten content, penetration before and after heating. Asphalten content is indentical to asphalt penetration value (asphalt hardness), high content of asphalten, low asphalt penetration. Asphalt Weight decrease (fraction evaporation) does not parallel with the parameter of malten conposition value eventhough light fraction changed into densed fraction due to heating. In general, there is no significant relationship between the change of asphalt chemical properties as a result of heating and asphalt ageing. In Other words, the change of chemical properties indefinitely parallel with the change of rheological asphalt properties. Therefore, asphalt durability cannot be determined from malten composition value or asphalt chemical composition and cannot be used as a reference in the evaluation of road pavement failure. Further research is required to find out the relationship between asphalt chemical properties and mechanical properties of asphalt mixes so that the findings can be used to predict the durability of road pavements.
Campuran Laston Untuk Lapis Antara Menggunakan Agregat Gamping Leksminingsih Leksminingsih
Jurnal Jalan-Jembatan Vol 22 No 1 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Indonesia has big sources of limestones which have not been used in asphalt mixes, therefore, their use for road pavement construction should be socialized. The goal of the research is to find out the propertes and comparison of limestone aggregates from two different locations namely Wonogiri and Tasikmalaya, West Java. The performance of Asphaltic concrete with AC–binder specification for limestone aggregates from Tasikmalaya was compared with Bina Marga II Specification for limestone aggregates from Wonogiri. The result showed that limestone aggregatesex Tasikmalaya have the optimum asphalt content of 6.55%, Marshall stability 52% higher, dynamic stability increased to 23% and stiffness modulus at the temperature of 24% higher than standard aggregates ex Sumedang. Limestone aggregates ex Wonogiri have the optimumasphalt content of 5%, Marshall stability 15% higher, dynamic stability increased to 8,7% and stiffness modulus at the temperature of 25°C increased to 43,4% compared to standard aggregates ex Banjaran. The research revealed that both aggregates performed better than standard aggregates. It means that limestone aggregates provide skid resistance to disintegration of road pavement.
Pemanfaatan Tailing Untuk Campuran Lapis Tipis Aspal Pasir (Latasir) pada Perkerasan Jalan Neni Kusnianti
Jurnal Jalan-Jembatan Vol 22 No 1 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

There are many types of Hot Mix Asphalt mixture for wearing course, one of them is sand sheet. Sand is one of natural aggregate which is needed for sand sheet mixture, nevertheless the use of natural sand will affected environment, and also in some places this kind of material is difficult to find or its quality is not conform with the defined specification. In some places such as Timika (Papua), a sand sized material, which is a waste product of gold and copper mining process from PT Freeport, namely Tailing is abundant. Until recently, Tailing never been used in road construction. This paper will explain the effect of variation of tailing addition in sand sheet mixture. The use of Tailing as road material will reduce the effect of this waste to environment.
Hubungan Kecepatan Kendaraan dengan Derajat Kejenuhan Erwin Kusnandar
Jurnal Jalan-Jembatan Vol 22 No 1 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

On street parking at this time can not be avoid yet, on the other hand the existence of parking will affect traffic performance, how far the trouble can be happened. With apparatus of analysis operational traffic performance can be determined using some performance variable like speed, volume, and capacities. Intention of this research is to look for relationship between speeds of vehicle with degree of saturation. This relationship can benefit to all planner in specifying location criterion traffic performance that happened can be estimated by configuration form of on street parking. However, a further research still need a continuation development, mainly concerning with road type and amount of samples. Especially the result of this research can produce an alternative approach for planning an on street parking.
Pemantauan Penanganan Longsoran Badan Jalan dengan Drainase Horisontal Haliena Armela
Jurnal Jalan-Jembatan Vol 22 No 1 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

One of the alternative technologies for landslide handling is a horizontal drainage. Development of this technology has been started since 1997 with full scale trial model of line perforation type and hole perforation type for several depth variations at the road Cikalong – Cariu Km 4+725 (Cariu) which constitute as an alternative track between Jakarta – Bandung. The objective of this handling was to reduce the water level of the land from slope of road and to identify the effectivity of the landslide handling. The problem of landslide was the road depression of 35 m. Analysis of the monitoring data showed that ground water surface has degraded for 0.005 m (at external field of slide area) and 0.105 m (at the slide area), pore water pressure has degraded for 0.2 mH2O on line 1 and 0.71 mH2O (at the slide area), water flowrate released on horizontal drainage outlet of hole perforation type was 0.011 to 2.42 L/day, higest than the line perforation type, land surface movement happened on the main and base slide was 0.1 to 1.1 cm. Monitoring result of landslide handling with this construction was quite effective to be applied to landslide problem on slope slide and road segment with ground water (water table) factor which uncontrolled on permeable soil. The type of perforation pipe which is more effective to be used is a hole type
Model Konstitutif Modulus Kekakuan Resilien Cement Treated Asphalt Mixture R. Anwar Yamin
Jurnal Jalan-Jembatan Vol 22 No 2 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Design thickness of pavement by mechanistic method may allow use of many types of pavement materials. Cement Treated Asphalt Mixture (CTAM) is one type of pavement surfacing layer which is a composite mixture consist of aggregates, asphalt and mortar cement. CTAM made from open graded and mortar cement as air void grouting agent resulted a new type of asphaltic mixture with a unique characteristic. So far, use of CTAM is not too popular since its chart or constitutive model for determination of its stiffness modulus is not available yet. The aim of this study was to formulate the constitutive models of stiffness modulus of CTAM (SCTAM). For meet this purpose, a laboratory experiment using CTAM made by varied types of asphalt; petroleum asphalt Pen 60 (AM), AM plus 3% latex type KKK-60 and AM plus Asbuton type of Retona-60 by ratio 4 : 1 (AA), three different of compressive strength of mortar cement. This test was conducted in elastic range of CTAM on three different temperatures. Constitutive models of SCTAM was formulate as a function of its affecting factor i.e. stiffness modulus of asphalt (Sbit), compressive strength of mortar (K), asphalt content (KA), void in mix of CTAM (VIMCTAM), void filled by mortar (VFMCTAM) and temperature (T). By use of 681 data, a quite feasible constitutive models SCTAM was derived
Kajian Pemanfaatan FWD Sebagai Alat Uji Struktur Perkerasan Jalan I Ketut Darsana; Wawan Darmawan
Jurnal Jalan-Jembatan Vol 22 No 2 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Since 1990s Research and Development Center for Road Infrastructure has had Falling Weight Deflectometer (FWD), is one of the equipment to test road pavement structure completed by computerize system in measuring accuracy and speed. However, the evaluation on this equipment has not yet done. Therefore, it should be carried out a study on FWD to know how the usage of FWD technically and economically suits to management principles. FWD capacity reaches 251,280 points < 404,000 points (Dynatest-8002). Technically FWD has not optimatised yet in its capacity but its operation has been suitable to management procedures. Due to limitation on cooperation and services of FWD, its capacity can be increased until 40,000 points per-year to maximaze the provits or to increased with the payment from Rp 25,000,- to Rp 36,000 for one-point if minimize the losses. The choice of the as above alternative should be evaluated to get maximum result beside considering it as the main usage of FWD for research services; while FWD capacity is used to give services to other needed parties.
Penanganan Dampak Kemacetan Lalu Lintas Pada Pembangunan Kawasan Industri Baru Muhajirin Muhajirin
Jurnal Jalan-Jembatan Vol 22 No 2 (2005)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

In any new housing and settlement area it is necessary to carry out environmental assesment based on Environmental Impact Analysis Study (EIA) which is stimulated in Government Ordinance (PP) number 27, 1999. In handling the traffic jam impact in sample city of Serang. It was stated that traffic jam level in east road before peak hour, between 07.30 – 08.00 has reached the amount of 1286 vehicles/hour. In the evening, between 16.30 -17.00 it has reached 1699 vehicles/hour. Reffering the noise level exceeded maximum required that is 51.0 dBA (max = 60 dBA), hence it is categorized as negative not important. This condition can cause damage to infrastructure especialy road due to vechicles passing in carrying-out contruction tools and material, therefore it is stated as negative-important.

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