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 6 Documents
 1 
Search results for , issue "Vol 23 No 2 (2006)" : 6 Documents clear
KOMPUTERISASI PERHITUNGAN TEBAL LAPIS TAMBAH PERKERASAN JALAN MENGGUNAKAN METODA AASHTO’93 Siegfried Siegfried
Jurnal Jalan-Jembatan Vol 23 No 2 (2006)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

At the time most of overlay design methods use the deflection data which are collected through Falling Weight Deflectometer (FWD). Some methods that using this type of data are namely Austroad, AASHTO’93, and many others. The AASHTO’93 method applies some iterative procedure. In order to make the calculation much faster a program of Visual Basic has been performed. Using this program, some advantages can be reached i.e. variation of cumulative standard axles and thickness of overlays required, prediction of remaining life, and also avoiding the human error during calculation process.
EVALUASI PENILAIAN KAPASITAS SISA JEMBATAN LAWANG TADJI N. Retno Setiati; Setyo Hardono
Jurnal Jalan-Jembatan Vol 23 No 2 (2006)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

Bridge is transportation infrastructure and connection of some areas, either in land, sea, river, or mountain have to fulfill planning criteria. Among bridge planning criteria a i.e. standard of strength, inertia, stability, security, and ride ability. Assessment of bridge residual value or capacities are very important in a scheme of repair and bridge rehabilitation, or whether a bridge is properly used or not. The girder of bridge in general one with slab of bridge. Therefore, the approach used to calculate capacities of cross section is T girder. Capacity of T girder is evaluated with ultimate strength concept. This theory has proven through experiment by many experts, and close to actual condition.
PENGARUH CURING TIME DAN PENGARUH AIR PADA LAPISANBER-TACK COAT TERHADAP KINERJA TAHANAN GESER PADA INTERFACE LAPISAN BERASPAL Ida Rumkita; R. Anwar Yamin
Jurnal Jalan-Jembatan Vol 23 No 2 (2006)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

In a multi layers pavement structure, each layer should be integrated. In overlay work tack coat is used to bond between existing and new layers.New asphalt mixture is placed after the application of tack coat in order to allow the oil in tack coat to evaporate.The purpose of the research is to find out the influence of curing time and water in coated layers on the shear strength of asphalt layer in terface. A specimen was made using MC- 250 as tack coat, curing time duration and water influence were variously set up.The shear strength on specimen interface was tested by direct shear using normal loading of 20 kg. Research result indicates that curing time duration of tack coat significantly influences the shear strength. If the application is done in the range of setting time of tack coat, the shear strength generated by tack coat in asphalt layer interface nearly reached the maximum value and the shear occurred among layers is small. For liquid asphalt MC-250,setting time occurred at the range of 45 – 120 minutes.Therefore,to reach optimum result the application should be performed at that range.The research result also shown that water gives negative influence on shear strength generated by tack coat. For 2; 1 and 0,5 hour tack coat cure, they were allowed dump by water for 2; 1,5 and 0,5 hours respectively.
PENELITIAN PENGGUNAAN BERBAGAI BAHAN STABILISASI TANAH UNTUK PERKERASAN JALAN Leksminingsih Leksminingsih
Jurnal Jalan-Jembatan Vol 23 No 2 (2006)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

Indonesia has various of soils properties, therefore not all soils in Indonesia has fullfill soil’s standard of bearing capacity in order to be suitable for road base of pavement. To fullfill specification of bearing capacity for road base of pavement needed to use soil stabilisation for soil that can use. There are variety of soil stabilisations type within different area in Indonesia i.e RRP, ESC, Phospogypsum, lime, cement,etc The characteristics of soil stabilisation perfomance was tested by laboratory, there are three types of soil stabilisation characteristics that use in three types of soils, are : Ronald Road Packer (RRP) 2-3-5 Special, Osaka Expansive Soil Compound (ESC) and Phospogypsum. The RRP and Phospogypsum as an organic soil stabilisation which function as a catalyst, improving CBR and density not too high, it reveals that the type of soil stailisation from pozzoland is proved CBR and density increase quicker and higher than the type from anorganic, therefore soil stabilisation materials from pozzoland is better to meet standard for road base of pavement.
PENGARUH PENAMBAHAN ASBUTON BUTIR TERHADAP KARAKTERISTIK BETON ASPAL CAMPURAN PANAS Madi Hermadi
Jurnal Jalan-Jembatan Vol 23 No 2 (2006)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

One of Asbuton technology utilization is to use Granular Asbuton as additive for hot mix asphalt pavement. By adding Granular Asbuton, the hot mix asphalt pavement will be more resistant to traffic load and deformation. To understand how the characteristic changes of hot mix asphalt pavement, in this research, Granular Asbuton was added around 0%, 4%, 7% and 10% to hot mix asphalt then these characteristic were tested. The result showed that the addition of Granular Asbuton can affect hot mix asphalt characteristic such as binder characteristic, density, voids (VMA, VIM, VFB), Marshall stability, flow, Marshall Quotient, and dynamic stability. Based on the partial correlation analysis, each characteristic has significant correlation. The result also showed that the optimum addition of Granular Asbuton is 7%.
PENGKAJIAN METODA PELAPISAN ULANG CAMPURAN BERASPAL DIATAS PERKERASAN BETON Neni Kusnianti; Y. Ronny P.A
Jurnal Jalan-Jembatan Vol 23 No 2 (2006)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

As a normal condition of pavement, rigid pavement performance will decrease as a result of traffic load and environment factors. Generally, the decrease of performance may in term of structural or functionality of pavement to support traffic. To improve pavement performance and make the most of existing pavement effectively some efforts are needed to reinforce the existing pavement. Service life of rigid pavement can be extended by overlaying new asphalt layer above the existing rigid pavement. Overlay flexible pavement above rigid pavement need a guidance, so that the expected service life can meet the design and also the existing rigid pavement strength can be used effectively and efficiently. In this paper some method of AC overlay over rigid pavement are presented such as Austroad and AASHTO method.

Page 1 of 1 | Total Record : 6

 1 

Filter by Year

2006 2006


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