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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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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 40 No 1 (2023)" : 6 Documents clear
PENGGUNAAN PASIR DAN KERIKIL SILIKA DARI SISA PENAMBANGAN BATU KAPUR SEBAGAI SUBSTITUSI AGREGAT UNTUK PERKERASAN JALAN KAKU Suhelmidawati, Etri; Yaldi, Gusri; Mirani, Zulfira; Yufajri, Fahmiza; Ikhsan, Muhammad
Jurnal Jalan Jembatan Vol 40 No 1 (2023)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v40i1.1125

Abstract

The purpose of this study is to determine the effects of using silica sand and gravel in concrete as a substitution of coarse aggregates and fine aggregates and to increase the value of compressive strength and flexural strength in concrete for road pavement. This study applied the experimental methods, including material testing, compressive strength and concrete flexural strength testing, referring to the American Standard Testing and Materials (ASTM). From the test results, the highest compressive strength value of concrete was obtained from the 3rd concrete variation with a concrete mixture of 100% silica sand + natural gravel + sikament NN with a compressive strength value of 41.14 MPa. The optimum flexural strength value is obtained from the concrete mix in the 4th variation, namely 100% natural sand + silica gravel + sikament NN with a flexural strength value of 1.6 MPa. Based on these results, the 4th concrete variation was chosen to be applied on the basis of its optimum flexural strength value and compressive strength value that exceeds the design compressive strength, namely 32.36 MPa (fc' design 30 MPa). Manual Desain Perkerasan (MDP) 2017 is used to design rigid pavement on Aia Anak Simpang Road – Minangkabau International Airport Fly Over STA 22+800 to STA 22+800. The pavement thickness obtained is 27.5 cm. Therefore, silica sand and gravel can increase the compressive strength of normal concrete after the addition of silica material, play a role in resisting cracks in cylindrical specimens.
KINERJA PERKERASAN ASPAL BERPORI DENGAN CAMPURAN LIMBAH PLASTIK DAN KARET Susanto, Hery Awan; Mulyono, Bagyo; Widyaningrum, Arnie; Herry Purnomo, Widhiatmoko
Jurnal Jalan Jembatan Vol 40 No 1 (2023)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v40i1.1126

Abstract

One of the measures to mitigate climate change is to to apply a porous asphalt mixture in pavement construction. The use of porous asphalt mixture is still limited, because of low performance compared to some other asphalt mixtures. A comprehensive study to improve the optimal performance necessary to problems improve the application. This research aims to determine the performance of porous asphalt using plastic and used tires waste  mixed into asphalts by using some laboratory testings (both in dry and in wet conditions) according to AAPA 2004. Indirect Tensile Strength (ITS) (both in dry and wet conditions), ravelling, and permeability are obtained with variations plastic and used tires waste levels of 1-3%. There is an increase in Marshall performance, resistance to cracking, ravelling (based on abrasion test) on porous asphalt mixtures with plastic and used tires waste. A porous asphalt mixture with 2% of plastic and used tires waste has produced a good level of durability indicated by the Residual Strength Index (IKS) value and from the Tensile Strength Ratio (TSR) value at all levels of plastic and used tires waste. From the value of porosity and moisture resistance, a decrease in the level of porosity and moisture resistance are shown. The decrease that occurred at 2% plastic and used tires waste level was not too high between dry and wet condition samples. The results of this study recommend that the addition of plastic and used tires waste at 2% can produce a good quality of porous asphalt mixture.
EVALUASI PERFORMA JEMBATAN GANTUNG TIPE SUSPENDED PEJALAN KAKI DENGAN LANTAI KACA BERDASARKAN UJI PEMBEBANAN STATIS Nugraha, Widi; Subrata, Budi; Permadi, Indra Sidik; Sukmara, Gatot; Chairulloh, Achmad Riza; Triwibowo, Hari; Saripudin, Umar
Jurnal Jalan Jembatan Vol 40 No 1 (2023)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v40i1.1163

Abstract

The Glass Bridge of Bromo is a suspended type of footbridge with a structural glass floor that was built by the Ministry of Public Works and Public Housing in the Bromo Tengger Semeru National Park, East Java, Indonesia. The bridge was built to provide a unique experience for visitors by allowing them to enjoy the beautiful scenery around Mount Bromo from the transparent floor of the bridge. The use of structural glass as a bridge floor needs to be tested for safety and comfort aspects by testing the load on the structural glass floor segment and the entire bridge structure. Load testing aims to determine whether the bridge is capable of withstanding the load that will pass over it, in this case, pedestrian load. In this study, load testing was carried out on the Glass Bridge of Bromo with an operational planned load of around 100 pedestrians. The load was converted to 240 sandbags with a weight of approximately 35 kg each. The maximum bridge response due to the largest test load was a vertical deformation of 72.70 mm over the entire span, maximum cable force of 19.84 tons, and steel frame stress of the glass floor system of 125.96 MPa. The structural response due to the measured load was well-modeled using the structure model used in this study, allowing for simulation of larger loads for service load evaluation. The analysis results show that the Glass Bridge of Bromo is safe to use with a service load restriction of up to 400 kg/m2. Additionally, the bridge has relatively small deformations compared to the allowable deformation, thus meeting comfort criteria.
PENGARUH PERBEDAAN KUALITAS LIMBAH KERAMIK TERHADAP SIFAT MEKANIS BLOK PERKERASAN Prasetia, Irfan; Akhbar, Rholly Akhrizani
Jurnal Jalan Jembatan Vol 40 No 1 (2023)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v40i1.1174

Abstract

This study aims to determine the effect of ceramic waste differences (types BIa and BIIb) as substitute for sand by 15% on the mechanical properties of paving block and their utilization in construction industry. Two types of samples were used: mortar (50x50x50 mm) and paving block (210x110x60 mm). The mortar sample variations were 25% BIa and 75% BIIb (M1), 50% BIa and 50% BIIb (M2), 75% BIa and 25% BIIb (M3), 100% BIa (M4) and 100% BIIb (M5). The paving block sample variations were 50% BIa and 50% BIIb (BB1), 75% BIa and 25% BIIb (BB2), and 100% BIa (BB3). Mechanical properties were analyzed according to the compressive strength test for both samples and also water absorption for paving block samples. The difference in the quality of ceramic waste affects the compressive strength, which was confirmed by compressive strength test and ANOVA test. The M4 had the highest compressive strength (16 MPa) for mortar sample, while BB3 had the highest compressive strength (25 MPa) for paving block sample. However, based on BB2 and BB3 compressive strength and absorption tests, the two samples can be categorized into the same quality (B quality) based on SNI 03-0691-1996. Thus, BB2 variation is recommended to be applied as material for making parking lots. This is due to the number of BIa-type ceramics being relatively less when compared to BIIb. For pedestrian paths, variation of  BB1 is proposed.
ANALISIS BLACKSPOT DI INDONESIA BERDASARKAN PERBEDAAN KONDISI JALAN, FATALITAS KECELAKAAN, DAN ANALISIS RISIKO Sutandi, Anastasia Caroline
Jurnal Jalan Jembatan Vol 40 No 1 (2023)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v40i1.1179

Abstract

Blackspot is a prone location with a high number of accidents. There are a number of definitions of blackspot, i.e. based on country, location, and the severity of road traffic accidents (accidents). One definition of blackspot in Indonesia is a location of 300 up to 500 meters long with a high number of accidents. Usually, blackspot is only analyzed based on the number of accidents and the severity of accidents. In this study, blackspot is analyzed based on 3 criteria i.e. (1) differences in road conditions, (2) the number of accident fatality, and (3) risk analysis in a specific time period. The differences in road conditions in terms of geometric conditions, road pavement surface conditions, and road furniture conditions. The number of accident fatality data can be taken from the National Police of the Republic of Indonesia or from the Central Bureau of Statistics in Indonesia. Risk analysis is an analysis to determine the risk value, risk category, and action recommendation in order to reduce the number of accidents and the fatality of the accident. Furthermore, comparison is carried out between determination of blackspot location based on the number and the severity of accident and those based on the three criteria. The results based on the three criteria show that determination of blackspot location is more accurate. The results of the study produce a more accurate and detailed blackspot analysis and can be used in all locations in Indonesia using complete, accurate, and up-to-date accident data, so that the results are valid and useful for explaining actual real conditions.
PERBANDINGAN DAMPAK LINGKUNGAN PRODUKSI SKALA LABORATORIUM CAMPURAN ASPAL MODIFIKASI POLIMER DENGAN METODE CAMPURAN BASAH DAN KERING MENGGUNAKAN LIFE CYCLE ASSESSMENT (LCA) Daniel, Christian Gerald; Rifqon, M.; M. Firdaus, Fadhil; A. Canny, Khairina
Jurnal Jalan Jembatan Vol 40 No 1 (2023)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v40i1.1188

Abstract

This study evaluates the environmental impact of polymer-modified bituminous mix production through wet-mixed polymer-modified bitumen (PMB) and direct, dry mixing technique using the Life Cycle Assessment (LCA) method based on emission monitoring in the lab for 5 samples per each type of mix. Ethylene-Vinyl Acetate (EVA) of 5% and 6% bitumen weight was incorporated for the dry mix. The scope of this study was from raw material acquisition to lab-scale production. Emission monitoring from the sample production stage in the lab showed that producing PMB-based samples increased CO2 concentration by 21.78 – 38.3%, Volatile Organic Compound by 16.69 – 28.93%, as well as formaldehyde and particulate matter by 14.6 – 20.17% and 7 – 37%, all were due to a higher heating temperature. LCA outcomes showed that the Global Warming Potential impact category of 5 PMB sample production was 2.8kg CO2-eq, increasing by 1.1 – 4.1%. The Freshwater Aquatic Ecotoxicity Potential of 5 PMB samples production was 0.32 kg 1.4-DB eq, 9.15 – 12.33% higher than the EVA-modified specimens, and both Human Toxicity and Photochemical Oxidation increased by 14.35 – 25% to 167 kg 1.4-DB eq and 0.00081 kg C2H4 eq. The Marshall Quotient and Stability of the EVA-Modified mix were 67.7% higher and 14% lower than the PMB-based specimens with similar volumetric properties, indicating an eco-friendlier solution from the dry-blended polymer-modified asphaltic mixtures approach with similar properties.

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