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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 Karakteristik Bitumen Asbuton Ir. Tjitjik W. Suroso
Jurnal Jalan-Jembatan No 3 (1984)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Bitumen Asbuton adalah bagian dari Asbuton, dimana pada waktu-waktu yang lalu belum diketahui apa dan bagaimana sifat dari bitumen Asbuton . Oleh karena itu, diperlukan suatu penelitian guna memperoleh gambaran dari sifat-sifat bitumen Asbuton dibandingkan dengan bitumen Asmin.
THE IMPACT OF ROAD CONSTRUCTION SECTOR ON HOUSEHOLD INCOME INTRA AND INTER-REGION OF WEST-EAST INDONESIA Slamet Muljono; Bonar M. Sinaga; Arief Daryanto; Max Antameng
Jurnal Jalan-Jembatan Vol 27 No 1 (2010)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

The differences in interregional development have caused gaps in regions’ advancements and prosperity, such as in the case of Western Indonesia (WI) and Eastern Indonesia (EI) and between urban and rural areas. The objective of this study is to analyze the structural path of road infrastructure construction sector on household income distribution change in both Intra and Inter West-East Region of Indonesia. The model used is Interregional Social Accounting Matrix West and East Region of Indonesia (IRSAM WEI). Within the model framework, construction sector is disaggregated into construction of road infrastructure sector (including bridge) and other construction sector. Meanwhile, the urban and rural household income is disaggregated into low, medium and high income. The Structural Path Analysis (SPA) shows that the strongest multiplier effect comes from production factor of worker and capital before reaching households. Keywords : road construction sector, household income, Structural Path Analysis, Western region of Indonesia, Eastern region of Indonesia, Interregional Social Accounting Matrix
CARA PEMUTAKHIRAN NILAI EKIVALEN MOBIL PENUMPANG DAN KAPASITAS DASAR RUAS JALAN LUAR KOTA Hikmat Iskandar
Jurnal Jalan-Jembatan Vol 27 No 2 (2010)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Passenger car equivalent (pce) converts unit of traffic flow from vehicles per hour to passenger car unit (pcu). A traffic flow consists of several types of vehicles such as passenger car, bus,truck, and motor cycle are converted to a uniform unit of traffic flow, ie. pcu, by assuming that a vehicle other than passenger car is 'replaced' by a passenger car multipled by pce. Each type of vehicle has its owned pce value and different from other, depending on influences of it's presence in a trafic flow. Basic capacity is a maximum number of vehicle that may be reached under a specified standard geometric condition and by an undisturb traffic condition. Pce is used to convert unit of a basic capacity from vehicles/hour to pcu/hour. This paper aimed to discus methods of defining pce and basic capaity of inter urban roads, including data required for testing capacity of inter urban roads, including data required for testing applicabiliy of the method. The review showed that for inter urban road segment, pce may be derived from a relationship between speeds versus flow rate of each individual type of vehicles, whereas the basic capacity may be derived from a linear relationship between densities versus speeds. Application of the method to a set of traffic flow data showed that the method may be used for defining values of emp and basic capacity. The results of analyzing a segment of Nagreg-Tasikmalaya data showed that emp and basic capacity tend to change. Key words : Inter-urban roads, road capacity, speed-density relationship, pce, pcu
PERBANDINGAN SIFAT DAN KARAKTERISTIK BETON GEOPOLIMER TERHADAP BETON SEMEN PORTLAND UNTUK KEKUATAN STRUKTUR BALOK (COMPARISON OF THE PROPERTIES AND CHARACTERISTICS OF GEOPOLYMER CONCRETE AND PORTLAND CEMENT CONCRETE FOR STRUCTURAL BEAM STRENGTH) N. Retno Setiati; Rulli Ranastra Irawan
Jurnal Jalan-Jembatan Vol 35 No 2 (2018)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Fly ash is a coal combustion product from several power plants. Currently, F type fly ash is commonly used for concrete mixes. This study discusses the effect of 100% addition of fly ash on concrete mixes. In this study cement is substituted with fly ash. Laboratory testing is performed by making a physical model in the form of reinforced concrete beams. Test results were compared between geopolymer concrete and conventional concrete. To determine the mechanical properties of concrete, the specimen was made in a cylindrical shape measuring 150 mm x 300 mm and a beam measuring 150 mm x 150 mm x 600 mm. To determine the structural capacity of geopolymer and conventional concrete, two structural beams measuring 150 mm x 350 mm with a length of 4000 mm were made. The testing of structural beams was undertaken according to the ACI 437.1R-07. Then, the laboratory test results are compared to the theoretical analysis. Based on the results it was found that beams strength made of geopolymer concrete is almost equivalent to the conventional concrete. Based on the test results, the load capacity of the geopolymer concrete beam structure of 87.5 kN with a deviation of 38% for theoretical analysis. For conventional concrete, the load capacity is 109.2 kN with a deviation of 25% compared to theoretical analysis. In addition, the structural capacity value of geopolymer and conventional concrete beams based on the results of laboratory tests is smaller than the results of theoretical analysis. Keywords: Portland cement, fly ash, conventional concrete, geopolymer concrete, reinforced concrete beam
MODEL PENURUNAN KETIDAKRATAAN PADA PERKERASAN LENTUR Neni Kusnianti; Siegfried -
Jurnal Jalan-Jembatan Vol 36 No 1 (2019)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

ABSTRACT In pavement management system, the roughness deterioration model is an important parameter to determine the functional performance in the future. The information of functional and structural performances will set the type of maintenance needed during the analysis period. The general model of roughness deterioration is a combination of some road deffect models such as crack, rutting, and pothole, and this seems a bit complicated. To apply this model, it needs a quite huge data and this will cause to the cost of data collection and equipment used. Because of lack of equipment and to make more efficient, it needs to adopt a simpler model of roughness deterioration. The aggregate model of roughness deterioration is a simple model used in many African countries that is a function of structural strength, environmental factor, and traffic. By adopting this model, it needs a simple calibration by comparing the results of this model to that of HDM4 program which have been applied in some countries like Ghana, Brazilia, Phillipines and Malaysia. The result shows that the roughness values of these two methods are not significantly different especially for the IRI less than 12. This means that the aggregate model of roughness deterioration is acceptable to use in Indonesia, because generally the Indonesian pavement management system suggest that the IRI of 12 will require reconstruction. Keywords: IRI, model of roughness deterioration, pavement management system, aggregate mode of roughness deterioration, HDM
ANALISIS PENANGANAN DAMPAK BAHAYA GERUSAN ALIRAN SUNGAI PADA STRUKTUR PILAR JEMBATAN N. Retno Setiati; Ireng Guntorojati; Elis Kurniawati
Jurnal Jalan-Jembatan Vol 36 No 1 (2019)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Pier is part of the bridge structure which is vulnerable to the scouring hazard. The scour process on the pier can cause bridge failure and thus disturb its surrounding accessibility. This study aim to determine the potential hazard of river flow scour that occur in the Cipamingkis bridge in Bogor regency for several return periods. Cipamingkis bridge already been strenghthen by the replacement of two span of girder with one span of truss system with addition of pier dimension. Analysis to determine the potential of scouring was carried out using the HEC-RAS program. Modeling was made for two conditions, river flow condition before the bridge collapsed and after the bridge was repaired. Several parameters used in the analysis of scour potential consist of pier shape, water flow, water velocity, riverbed conditions, and riverbed material are take into account. The analysis results obtained from the HEC-RAS program are then compared with some empirical methods such as Lauren and Toch, Froehlich, and CSU. Scour depth based on the CSU method gives the greatest results compared to other methods. The results of empirical calculations using the CSU method give a scour depth of 5,64 m for a 100 year return period. This value can be used in the preliminary design of bridge pier as it gives the most conservative results. Nevertheless to obtain the more accurate results, this value need to be compared with the field measurement results. Keywords: scour, pier, HEC-RAS, bridge, river flow
PERCOBAAN PENANGGULANGAN EROSI PADA LERENG AKIBAT AIR HUJAN-DI TEST TRACK PUSLITBANG JALAN Nanny Kusminingrum
Jurnal Jalan-Jembatan No 1 (1984)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Faktor yang dapat mempengaruhi kerusakan lereng jalan, antara lain adanya erosi sebagai akibat tidak dipeliharanya lereng-lereng jalan terhadap pengaruh luar. Besarnya air hujan yang diserap oleh tanah, tergantung dari : intensitas hujan, sifat tanah dan keadaan vegetasi ( tumbuhan) yang tumbuh diatasnya. Kemiripan tanah merupakan faktor penting yang dapat mengakibatkan aliran permukaan dan erosi. Dengan makin besarnya derajat kemiringan lereng dan makin panjang nya lereng, maka makin besar pula aliran permukaan dan erosi yang akan terjadi. Untuk menanggulangi keadaan seperti ini, perlu adanya suatu usaha yang dapat mengurangi lebih meluasnnya kerusakan tersebut.
PENELITIAN KAPASITAS JALAN DI INDONSIA Adil Darmawan
Jurnal Jalan-Jembatan No 1 (1984)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Standar kapasitas jalan yang dipakai indonesia sementara ini didasarkan atas standar luar negeri, yaitu Highway Capacity Manual ( HCM) dan juga dari Jepang, yang tentunya didasarkan pada perilaku lalu lintas di negara-negara tersebut. Dalam hal ini Puslitbang Jalan mencoba melakukan suatu pengukuran kapasitas (volume maksimum suatu ruas jalan) berdasar hipotesa : Kapasitas dapat dijabarkkan langsung dari pengukuran kecepatan lalu lintas, karena kecepatan lalu lintas dapat mencerminkan gambran rangkuman berbagai faktor pendukung seperti kondisi jalan, kondisi lalu lintas, dan penggunaan wilayah samping.
PENANGGULANGAN LONGSORAN DENGAN MENGGUNAKAN METODA PENGGANTIAN MATERIAL Syamsudin w
Jurnal Jalan-Jembatan No 1 (1984)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Penggunaan metoda penggantian material untuk penanggulangan longsoran telah diterpakan pada longsoran jalan antara Bandung - Cirebon KM.64200 Tomo- Sumedang. Metoda ini prinsipnya adalah material sirtu ditimbunkan diatas mahkota longsoran dan secara alamiah akan mendesak tanah asli kebawah dan membentuk counter weight pada kaki longsoran. Cara penggantian material ini selain sederhana juga sudah dikerjakkan asalkan material sebagi bahan pengganti cukup banyak tersedia.
PASIR HALUS SEBAGAI BAHAN KONSTRUKSI BETON Albert Salendu
Jurnal Jalan-Jembatan No 1 (1984)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Pasir halus ( ukuran butir maksimum 1,18 mm) dari segi kwantitas memiliki potensi cukup besar sebagi bahan konstruksi beton, namun karena susunan butiran yang terletak diluar batas spesifikasi normal ( ASTM Standard C 33 - 78 ) maka penggunaan sebagai bahan konstruksi sampe saat ini masih di ragukan. sejauh mana pasir halus tersebut dapat digunakan sebagai bahan konstruksi beton, perlu penelitian yang seksama.

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