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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 6 Documents
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Search results for , issue "Vol 27 No 1 (2010)" : 6 Documents clear
KRITERIA LAJUR SEPEDA MOTOR UNTUK RUAS JALAN ARTERI SEKUNDER Muhammad Idris
Jurnal Jalan-Jembatan Vol 27 No 1 (2010)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

ABSTRACT The high growth of motorcycle (M/C) with 23%-30% per year and the proportion of M/C with 50%- 73% particularly on secondary arterial road now days has given specific phenomenon to traffic situation of urban road. The most influencing growth predicted have increased the traffic accident and decreased level of road service. Actually, the M/C growth has not well services yet neither mean of existing facility nor traffic management. On the other side, the guidance which is needed for standardized development of M/C lanes has become a constraint for the road and traffic planner to solve the problems. Overall, the purposes of this study are to identify the performance indicators and criterions which are related to M/C lanes needs particularly on arterial urban road with 4/2 and 6/2 divided. This study was started with assumptions that the M/C growths have influenced to traffic performance. Several data have been collected and have analyzed by mean of traffic characteristic analyses (traffic volume and proportion, speed operational), Q/C analyses and M/C movement behavior analyses. The result analyses shows that the main criterion through the needs of M/C lanes M/C proportion ≥ 34,5% and M/C peak hour volume ≥ 1200 pcu’s. Statistical analyses also show that there were significant correlations of the two criterions with the degree of saturation Q/C > 0,65. Another criterion which is also important for M/C lanes designing was M/C accident proportion with greater than 40%. To design of LOS (level of service) D M/C lanes with 0,65≤Q/C<0,86 criterion this study suggested to use road marking as a lanes separator for inclusive M/C lanes and Q/C≥0,86 criterion for physical separator of exclusive M/C lanes. Furthermore, to design M/C lanes width for medium (M) side friction has proposed wider than 3,00 meter with M/C volume design greater than 625 pcu’s/hour and greater than 575pcu’s/hour for high (H) side friction with LOS C design. Keywords: performances indicator, M/C lanes criterion, M/C accident proportion, M/C volume and proportion, level of road services, road capacity, degree of saturation
PENGARUH ASBUTON SEMI EKSTRAKSI PADA CAMPURAN STONE MASTIC ASPHALT Furqon Affandi
Jurnal Jalan-Jembatan Vol 27 No 1 (2010)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

The most pavement type in Indonesia is flexible pavement, of which rutting as one of the pavement defect is caused by heavy load and high temperature. Rutting can cause the decrease of road service and followed by crack which leading to worse damage of pavement. The purpose of the study is to find out the performance of Stone Mastic Asphalt using asphalt cement pen 60 mixed with semi extraction of asbuton and the method of the research is laboratory experiments. The results showed that the addition of semi extraction asbuton significantly increases the resistance of the SMA mixtures to rutting, increasing modulus of asphalt mixtures and improve drain down and flushing. However the resistance of mixture to particle loose decreases even though it is still in the limit requirement and it tends to become less brittle. As the addition of semi extraction asbuton increases some Stone Mastic Asphalt performance, and decreases the others, so that the determination of semi extraction asbuton proportion has to be minimum but still meet the requirement of asphalt mixture, by carrying further research about fatigue resistance of Stone Mastic Asphalt Keywords : Stone Mastic Asphalt, rutting, asphalt cement pen 60, stiffness modulus, semi extraction Asbuton.
PENGARUH PROPORSI SEPEDA MOTOR TERHADAP KECEPATAN ARUS LALU LINTAS Erwin Kusnandar
Jurnal Jalan-Jembatan Vol 27 No 1 (2010)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Road transport system that has not been effective, resulting in some people prefer a type of mode for transport was motorcycle, the motorcycle is viewed as having advantages in terms of mobility, accesibilitas, and economically, so that the proportion of motorcycles on the road now reaches 6554. Changes in road transportation system due to the high number of users of motorcycles and behavior has. If not treated, trasnsportation system of roads and accidents will be worse. In this paper, we want to give the effect of the number of motorcycles on the road to the speed of vehicles that can be developed by the driver, and also model the relationship as one of alternative answers in determining the proportion of motorcycles on the streets. Relationship variables that are intended, obtained fiom traffic counting amount of each type of vehicle andits speed in each range of time-per-five-minutes, the data is grouped in intervals poroporsi number of motorcycles thatis, condition 1 : 1046 up to 3550, condition 2 : 3540 s/d 7546, and 3 conditions: a merger. Regression analysis method showed there was a positive and significant correlation coefficients with the indicator for the condition I of'0.67, the condition 2 of 0.59, and 0.66 for condition 3. It means that the number of motorcycle affect traffic flow velocity fluctuations. Keyword : in effective transportation, proportionof motorcycles, motorcycle behavior, speed, traffic Slows, Heterogenous traffic
PRE-FEASIBILITY OF MALACCA STRAIT CROSSING M. Sjahdanulirwan; A. Tatang Dachlan
Jurnal Jalan-Jembatan Vol 27 No 1 (2010)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Indonesian trading development rapidly shows an improvement with neighbour countries such as Malaysia and Singapore. Even though the transportation infrastructures arround Malacca Straits are currently just provided by boats. For balancing the develpoment trading reasons, Indonesian Government concerns to facilitate the building of transportation infrastructures or a fix-link infrastructure, a crossing bridge between Sumatera island (Indonesia) and Malaysia. Malacca Strait Bridge (MSB) between Indonesia and Malaysia is a part of Trans Asia road link, has been planned since years ago. To support the current planning, the Research and Development Agency – Ministry of Public Works – Republic of Indonesia (Badan Penelitian dan Pengembangan, Kementerian Pekerjaan Umum, Indonesia) needs to make a reviewing on a pre-feasibility study (Pre FS) for MSB. Pre FS activity involved many disciplines of knowledge especially for road/corridor, transportation, bridge, geotechnical, sea shore, environment, and social-economic-culture-policy. Pre-FS results that break event point for Corridor I among Dumai-P.Rupat-P.Medang-Malaysia may be expected between 25 and 30 yeras based on Benefit Cost Ratio methode, using cable stayed and suspension bridges and girders. The longest span for cable stayed and suspension bridges are 2600 m and 1280 m respectively. The selected corridior must be intensively discussed about technology absorbed and safety factor, resources capability for maintenance, integration within toll road network, foundation technology in the sea, and users psychology and comfort. Consession for operator may apply for 30 to 40 years. Keywords: Pre-feasibility study, Strait crossing, Strait bridge, Strait tunnel, Malacca strait bridge, Benefit cost ratio (BCR)
FAKTOR KOREKSI AKIBAT LEBAR JALUR JALAN TERHADAP LALU LINTAS RENCANA Nono Nono
Jurnal Jalan-Jembatan Vol 27 No 1 (2010)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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Abstract

Pavement design is determine of the type and pavement construction thicknesse to accomodate traffic for along design life. Estimation of traffic is very importance to the pavement design result.. Lane width is one from several problems wich impluence to estimation of design traffic, and lane width of road in Indonesia was varies and very different with foreign. Lane width of road can affect to riding confort and for road user safety, so road user behaviour will different depend on lane width of road is used. This paper discusses correction factos to design traffic effect of lane width, especially for road with two lanes two way. Activities undetaken are included literaure review, canalization survey or vehicle wheel path on several road links with two lanes two way with different lane width and data analysis.Based on the analysis result, found that for road with two lane two way and lane width is less than minimum lane width of 3.5 metres, so wheel path of vehicle wich use wheel path on design lane is more increase. Thus, for estimation of traffic in design lane is required correction factor. Especially for roads with fairly heavy volume, regional corners, climbs, or descendants, then the amount of lane width correction factor (fw) should be based on the survey results directly in the field.. Keywords: lane width of road,wheel path, design traffic, correction factor, two lane two way undivided.
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

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