cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Uman Sumantri
Contact Email
jurnal.jalanjembatan@pu.go.id
Phone
+6287726088848
Journal Mail Official
jurnal.jalanjembatan@pu.go.id
Editorial Address
Direktorat Bina Teknik Jalan dan JembatanDirektorat Jenderal Bina MargaKementerian Pekerjaan Umum dan Perumahan RakyatJl. A.H Nasution No.264 Bandung 40294 Telp. (022) 7802251
Location
Kota bandung,
Jawa barat
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 7 Documents
 1 
Search results for , issue "Vol 25 No 3 (2008)" : 7 Documents clear
PEMANFAATAN MINERAL ASBUTON SEBAGAI BAHAN STABILISASI TANAH Neni Kusnianti
Jurnal Jalan-Jembatan Vol 25 No 3 (2008)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Asbuton is natural asphalt from Buton Island with great deposits and can beutilized, as a road material because it contains not only bitumen but also mineral with high lime content (CaCO3). The development of pure asbuton product, as a result of separation between bitumen and its mineral, so that mineral asbuton will be an environmental problem, if it is not utilized properly. Therefore, research is required to utilized the asbuton mineral as an alternative material for soil stabilization. The purpose of this research is to evaluate soil characteristics by laboratory test after stabilized with mineral asbuton and to find out the right proportion of mineral asbuton to improve soil support. In this research,soil characteristics stabilized mineral asbuton is compare with unstabilized soil to find out soil characteristics changes. The characteristics tested are Atterberg limit, gradation, density based on standard proctor density, CBR and unconfined compressive strength (UCS). Key words : asbuton mineral, soil stabilisati on, soil characteristics, CBR, UCS
PENELITIAN PEMANFAATAN ASBUTON BUTIR DI KOLAKA SULAWESI TENGGARA Nyoman Suaryana
Jurnal Jalan-Jembatan Vol 25 No 3 (2008)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Nationally, Indonesia needs the asphalt materials was approximately 1.2 million tons each year and only 0.6 million tons can be provided by PT. Pertamina and the rest should be imported from another country. Meanwhile asphalt deposits are decreasing and the prices rise up following prices of world crude oil. A promising alternative to solve that problem is to use asbuton (asphalt buton) as a substitution of petroleum asphalt. In recent years, technology of asbuton have been rapidly developed, including buton granular asphalt, asbuton pre-blending and asbuton extraction. The result of full scale experiment in Kolaka, South East Sulawesi indicates that the asbuton material has the capability to substitute petroleum asphalt as well as to improve the pavement performance. Key words : asbuton, pavement performace, full scale experimental.
FAKTOR-FAKTOR PENYEBAB KERUSAKAN DINI PADA PERKERASAN JALAN Tjitjik Wasiah Suroso
Jurnal Jalan-Jembatan Vol 25 No 3 (2008)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Early damage of pavement occurs when one of the factors does not meet specified requirements. Factors that cause pavement damage are quantity and quality of asphalt, numbers of passing in compaction, mixing and compaction temperature, etc. Therefore, research on pavement damage factors is required as early pavement damage occurred in many locations. The paper deals with the laboratory research results and the result of road improvement in several locations where early pavement damage occurred (less than a year). Research result shows that the causes of pavement damage are the lack of asphalt content (3.5 – 5.3%) and inadequate compaction so that asphalt easily hardened (penetration value of asphalt 20) as a result of high void content and low asphalt content. Laboratory research indicated that when mix temperature is lower than temperature of viscosity 270 ± 20cSt and low asphalt mix temperature will influence asphalt mix performance such as voids between aggregates are bigger, voids filled with asphalt are low. Those factors are also the causes of early damage. Keywords : Asphalt Content, Void Content, Asphalt Hardening
PENANGANAN KONFLIK LALULINTAS DI PERSIMPANGAN GATOT SUBROTO- GEDUNG EMPAT CIMAHI Natalia Tanan
Jurnal Jalan-Jembatan Vol 25 No 3 (2008)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Intersection is the potential point of traffic conflict because of the growth and the mixing of traffic. The existence of conflict data collection will help to identify the cause of the accident at intersection. One of the effort that has been done in order to improve the road safety is: Full scale implementation of road safety feature at Gatot Subroto – Gedung Empat Intersection, Kota Cimahi. The implementation done based on conflict data on the location. The activities are: the making of traffic island, angkot lane, priority sign, stop sign, the improvement of shoulder and facilities for pedestrians. To analyze the effectivess of handling, before-after method was used. In this pape, 5 (five) types of coflicts on 8 points (T1, T2, T3, T4, T5, T6, T7, andT8) were identified.The result showed that after handling, there were significant conflict reductions at points T1, T2, T6, T7, and T8. But there were no conflict reductions after handling at points T3, T4, and T5. After handling, generally there were reduction of total traffic conflict at Gatot Subroto – Gedung Empat Intersection by142,2 conflicts/1000 vehicles to 82,07 conflicts/1000 vehicles. Keywords: intersection, traffic conflict, before-after analysis
POLUSI UDARA AKIBAT AKTIVITAS KENDARAAN BERMOTOR DI JALAN PERKOTAAN PULAU JAWA DAN BALI Nanny Kusminingrum; G. Gunawan
Jurnal Jalan-Jembatan Vol 25 No 3 (2008)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Development of urban traffic volume has reached 15% per year. Transportation is a mayor cause of air pollution, 70% of air pollution is generated from vehicle exhausts. Air pollution parameters from motor vehicles such as carbon monox ide (CO), Nitrogen oxide (NOX), Methane (CH4), Non Methane (NonCH 4), Sulfur dioxide (SOx) and Paticulate (SPM 10) contribute heavily to global warming. Monitoring result of air pollution in urban roads such as Surakarta, Yogyakarta, Semarang, Surabaya, Denpasar (Bali), and Serang (Banten), and other cities passed by North Coast Road links showed that the air quality in this area nearly the limit line or standard air quality ambient especially Nitrogen oxide (NOx), suspended particulate matter (SPM10) and hydrocarbon (HC). The range of air quality ambient for CH 4 : 1,0 – 1,97 ppm, NonCH4 : 1,5 – 3,78 ppm, NOx: 0,06 – 0,490 ppm, SOx: 0,001 – 0,276 ppm, CO : 0,01 -11,53 ppm and particulate (SPM 10): 6,0 – 260 ug/m3. According to Ministerial decree of Environment no. 45/1997. monitoring result with air pollution index (ISPU) showed that the condition was categorized “moderate” which mean the air quality will not affect on human health or animals, but can damage plants and aesthetics-value. Some correctives and measures to minimize air pollution are as follow : a.Consideration and application policy with environment regulations become important steps to the whole cycle road-projects. b.Social participation in environmen tal management as vehicle owners,road user and community of road environment. c. utilization of and environmental fuel and vehicles. d. The application of air pollution reduction technology such as landscape arrangement by restoration of vegetation. Key words : air pollution, vehicle, urban
USULAN SPESIFIKASI CAMPURAN BERASPAL PANAS ASBUTON LAWELE UNTUK PERKERASAN JALAN Madi Hermadi; M. Sjahdanulirwan
Jurnal Jalan-Jembatan Vol 25 No 3 (2008)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The biggest deposit of Asbuton (natural asphalt from Buton island) located in Lawele Region, it is called As buton Lawele, which has deposit about 100.000.000 tons. Compared to Asbuton Kabungka (the raw material of Granular Asbuton BGA which has met Special Specification of Hot Mix Asbuton). Asbuton Lawele relatively has higher bitumen content, higher light oil content, and higher bitumen penetration value. It has 30% bitumen content, 7% light oil content, and bitumen penetration value of 180 dmm. As Asbuton Lawele has special characteristic, there could be a special specification in order to use it for hot mix asphalt pavement. For that reason, based on the result of laboratory study, in this paper the Specification of Hot Mix Asbuton Lawele is proposed and with the reasons. Based on laboratory study, it is found that Hot Mix Asbuton Lawele hasrelatively similar characteristic with Hot Mix Asphalt Oil Pen 60/70, except the higher value of its Marshall Stability and Dynamic Stability. Hot Mix Asbuton Lawele has Marshal Stability value of 1030 kg, and Dynamic Stability of 3500 passing/mm. Whereas, Hot Mix Asphalt Pen 60/70 has Marshall Stability value of 930 kg, and Dynamic Stability of 1432 passing/mm. Keyword: Road pavement, Hot mix asphalt, Asbuton Lawele
KARAKTERISTIK BITUMEN ASBUTON BUTIR UNTUK CAMPURAN BERASPAL PANAS Furqon Affandi
Jurnal Jalan-Jembatan Vol 25 No 3 (2008)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Indonesia has imported asphalt from other countries to meet the need for road construction and annual maintenance. Meanwhile in Buton Island, Southeast Sulawesi Province, there is natural asphalt known as asbuton that has been produced since 1926. Asbuton was produced in convensional granular asbuton with maximum granular size of 12.5 mm since 1987. In that case, pavement performance using convensional granular asbuton was unsatisfactory, its production was practically ceased in 1987. In the early 1990 granular asbuton has been reproduced in a smaller granular size, packed in the water proved plastic bagit was used either in the hot or cold asphalt mixes. This paper describes the laboratory research result on the properties of granular asbuton for hot mix in terms of the function of granular asbuton in the mixture. The failure of asphalt mix specimen with granular asbuton using Marshall test, the analysis of aggregate gradation resulted from granular asbuton addition in the mixture, material loosing by Cantabrian Method were also xamined. The experiments show that the bitumen in granular asbuton is difficult to separat e from its mineral so it cannot coat and bind the aggregates. The solubility experiment of granular asbuton using kerosene heated 90oC for one hour, only about 55% of bitumen was dissolved. Therefore, asbuton bitumen is functionally ineffective in asphalt mixture as petroleum bitumen. Consequently, it influences the performance of asphalt mix and pavements. It is proved that the bitumi nous mix failure using granular asbuton in marshall test was splitted into two parts. Considering the above result, asbuton extraction granular of asbuton should be developed and will be applied for achieving better performance of asphalt mix and for effective utilization of asbuton. Key Words : granular asbuton, bituminous mixes, Marshall test, extraction, stability

Page 1 of 1 | Total Record : 7

 1 

Filter by Year

2008 2008


Reset
Filter By Issues
All Issue Vol 42 No 1 (2025) Vol 41 No 2 (2024) Vol 41 No 1 (2024) Vol 40 No 2 (2023) Vol 40 No 1 (2023) Vol 39 No 2 (2022) Vol 39 No 1 (2022) Vol 38 No 2 (2021) Vol 38 No 1 (2021) Vol 37 No 2 (2020) Vol 37 No 1 (2020) Vol 36 No 2 (2019) Vol 36 No 1 (2019) Vol 35 No 2 (2018) Vol 35 No 1 (2018) Vol 34 No 2 (2017) Vol 34 No 1 (2017) Vol 33 No 2 (2016) Vol 33 No 1 (2016) Vol 32 No 3 (2015) Vol 32 No 2 (2015) Vol 32 No 1 (2015) Vol 31 No 3 (2014) Vol 31 No 2 (2014) Vol 31 No 1 (2014) Vol 30 No 3 (2013) Vol 30 No 2 (2013) Vol 30 No 1 (2013) Vol 29 No 3 (2012) Vol 29 No 2 (2012) Vol 29 No 1 (2012) Vol 28 No 3 (2011) Vol 28 No 2 (2011) Vol 28 No 1 (2011) Vol 27 No 3 (2010) Vol 27 No 2 (2010) Vol 27 No 1 (2010) Vol 26 No 3 (2009) Vol 26 No 2 (2009) Vol 26 No 1 (2009) Vol 25 No 3 (2008) Vol 25 No 2 (2008) Vol 25 No 1 (2008) Vol 24 No 3 (2007) Vol 24 No 2 (2007) Vol 24 No 1 (2007) Vol 23 No 3 (2006) Vol 23 No 2 (2006) Vol 23 No 1 (2006) Vol 22 No 4 (2005) Vol 22 No 3 (2005) Vol 22 No 2 (2005) Vol 22 No 1 (2005) Vol 21 No 4 (2004) Vol 21 No 3 (2004) Vol 21 No 2 (2004) Vol 21 No 1 (2004) Vol 20 No 4 (2003) Vol 19 No 3 (2002) Vol 19 No 2 (2002) Vol 19 No 1 (2002) Vol 18 No 2 (2001) Vol 18 No 1 (2001) Vol 17 No 2 (2000) Vol 17 No 1 (2000) Vol 16 No 3 (2000) Vol 16 No 2 (1999) Vol 15 No 4 (1999) Vol 15 No 1 (1998) Vol 15 No 3 (1997) Vol 15 No 1 (1997) No 4 (1997) No 2 (1997) Vol 13 No 2 (1996) Vol 13 No 1 (1996) No 4 (1996) No 3 (1996) Vol 12 No 3 (1995) Vol 12 No 2 (1995) Vol 12 No 1 (1995) Vol 11 No 1 (1994) Vol 10 No 3 (1993) Vol 10 No 2 (1993) Vol 10 No 1 (1993) Vol 9 No 4 (1993) Vol 9 No 3 (1992) Vol 9 No 2 (1992) Vol 9 No 1 (1992) Vol 8 No 3 (1992) Vol 7 No 3 (1991) No 2 (1991) No 1 (1991) No 1 (1990) No 2 (1989) No 1 (1989) No 4 (1987) No 2 (1987) No 1 (1987) No 1 (1986) No 3 (1985) No 3 (1984) No 2 (1984) No 1 (1984) More Issue