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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
 1 
Search results for , issue "Vol 41 No 1 (2024)" : 6 Documents clear
ANALISIS KINERJA AC-WC (ASPHALT CONCRETE-WEARING COURSE) MENGGUNAKAN RESIN LYCAL DITINJAU DARI PARAMETER MARSHALL (PERFORMANCE ANALYSIS OF AC-WC Samudro, Revan Aji; Rahardjo, Boedi; -, Pranoto
Jurnal Jalan Jembatan Vol 41 No 1 (2024)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v41i1.1180

Abstract

Road damage is a common problem encountered by road users. As the volume of vehicles increases, the roads become more easily damaged. In addition, the increasing number of cars with loads exceeding the planned load capacity of the road can also shorten the strength life of the road. The AC-WC layer has the potential to be damaged because it often receives direct pressure and friction from the vehicle. The asphalt quality has to be improved to overcome the damage of AC-WC asphalt pavement. Modified asphalt applied to the manufacture of AC-WC can be used to enhance pavement quality. This research aims to investigate the performance of AC-WC with the addition of lycal resin in terms of the Marshall Parameters. The research design begins with preparing and testing the constituent materials used and lycal resin, then making test specimens with optimum bitumen content, then making Marshall test specimens with the addition of lycal resin polymer with respective levels of 0%, 1%, 2%, 3%, and 4%. The results of the Marshall test were compared to the stability, flow, MQ, VIM, VMA, and VFA values. The Marshall's test result complies with the 2018 Bina Marga General Specifications for Road and Bridge Construction Works (Revision 2). Keywords: lycal resin, Marshall parameters, AC-WC, pavement, asphalt
PENGARUH PEMBANGUNAN TOL SOLO-YOGYA TERHADAP KINERJA SIMPANG BERSINYAL Hermani, Wahyuningsih Tri; Setyawan, Ary; Yulianto, Budi; Hanung Triyono, AR.
Jurnal Jalan Jembatan Vol 41 No 1 (2024)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v41i1.1197

Abstract

The construction of the Solo-Yogyakarta toll road is part of the National Strategic Project. At the construction stage, toll road infrastructure needs to assess the impact of traffic on surrounding roads and intersections, considering the many security and safety problems. Road performance evaluation is critical to overcome traffic problems that may arise during toll road operations in the future. This research aims to calculate traffic performance at signalized intersections, which are influenced by the construction of the Solo-Yogya toll road. The locations studied were four signalized intersections on the Solo-Yogya toll road using primary data on the number of vehicles, travel time, and vehicle speed. The performance of signalized intersections is calculated using the 2023 Indonesian Road Capacity Guidelines, while the distribution of future movements is carried out using JICA STRADA Software and the Gravity model with applicable toll road rates. The traffic growth is 5.6% per year, according to data on the number of vehicles in Jawa Tengah Dalam Angka. The performance of signalized intersections after constructing the Solo-Yogya toll road in 2022 has an average Volume Capacity Ratio (VCR) value of 0.78. In 2046, it will be 1.47. At intersection-3 Bangak Barat and intersection-4 Condong Catur, building an Interchange before 2032 is recommended. The recommendation is to reduce vehicle delays, as in 2032, the VCR value will be more than 0.8. The study gives insight into the combined methods of forecasting traffic growth on signalized intersections near freeways. Keywords: traffic performance, JICA STRADA, gravity model, signalized intersection capacity, APILL
PENGARUH FILLER ABU SEKAM PADI TERHADAP CAMPURAN AC-WC UNTUK DAERAH PESISIR PANTAI farida, ida; Juniayanti, Santika
Jurnal Jalan Jembatan Vol 41 No 1 (2024)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v41i1.1223

Abstract

Waterlogging can cause damage to paved pavement construction, especially roads in coastal areas that experience seawater inundation by tidal water. Thus, it is necessary to innovate the paved mixture by optimizing natural materials or rice husk ash waste in the asphalt mixture. The purpose of the study was to obtain the stability and fatigue value of the use of rice husk ash filler in the AC-WC mixture in coastal areas. The research method uses experimental methods. The research phase consisted of testing the quality of the material, determining KAO, and soaking with seawater for 24 hours on a filler mixture with rice husk ash using a composition of 6.5%, 7%, and 7.5%, and Marshall testing was carried out. The results showed a decrease in the stability value from typical asphalt of 1856.6 kg to a mixture of rice husk ash of 1346.2 kg. However, there was an increase in the stability value and the percentage of rice husk ash filler. Rice husk ash has a content that can add stability value, increasing flow from 2.02 mm of typical asphalt to 2.7 mm for rice husk ash content of 7%. However, there is a decrease if the percentage of rice husk ash is increased to 7.5%. The higher the percentage of filler with rice husk ash will affect the decrease in flow value. The Marshall Quotient value decreased from the normal asphalt value of 946.17 kg/mm to 543.64 kg/mm and increased by a percentage of 7%-7.5% with a value of 1133.21 kg/mm. The increase in the number of rice husk ash fillers further increases the Marshall Quotient value, but the flow value decreases because the specific gravity of rice husk ash is higher than that of fine aggregate, so that the asphalt covering the aggregate becomes thinner and fatigue decreases. The next step needs to be to conduct a durability test check related to the durability level of the AC-WC Asphalt mixture with rice husk ash. Field-scale applications that can increase the Marshall Quotient value are used a mixture of husk ash filler by 7%-7.5%. Keywords: AC-WC, filler, Marshall, rice husk ash, sea water
PENGEMBANGAN MODEL PERHITUNGAN NILAI PROTEKSI JALAN SEBAGAI DASAR PEMERINGKATAN BINTANG JALAN NASIONAL DARI PERSPEKTIF PENGENDARA KENDARAAN BERMOTOR RODA EMPAT ATAU LEBIH Idris, Muhammad
Jurnal Jalan Jembatan Vol 41 No 1 (2024)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v41i1.1240

Abstract

This research introduce the SRS which was developed from RPS model for the Indonesian National Road particularly from the perspective of motorists of four or more wheels, which is explored from the characteristics of traffic accidents along Indonesian national roads. This SRS model considers 2 different main parameters as well as 4 main parameters that are the same as the main parameters of the SRS iRAP and with a total of 43 road attributes. The two main parameters that differ from the SRS iRAP model are the rear-end collision parameters and the front-to-side collision accident when turning around. While the same 4 parameters are front-side collision on property access, single accidents off the road, head-on collision, and accidents at intersections. At the initial stage, the INR SRS model was designed using 51 road attributes. After analysing using the IPA methods, 43 road attributes were successfully formulated for the INR SRS model, which consisted of 30 attributes for likelihood factors, 10 attributes for severity factors, 2 attributes for the external traffic influence factors, and 1 attribute for the operational speed factor. This research also succeeded in proving that the INR SRS model is significantly different from the iRAP SRS model. The three main parameters of the INR SRS model, namely rear-end collision accident parameters, front-to-side collision parameters when U-turning, and front-to-side collision accident parameters at property access are significantly different from the parameters of the SRS iRAP model. Keywords: SRS, RPS, traffic accident, national roads, road attribute.
KOMPARASI PRODUKTIVITAS DAN AKURASI PESAWAT UDARA NIRAWAK UNTUK SURVEI FOTOGRAMETRI PADA PROYEK JALAN Amirrudin Ahmad, Ali; Lyhardo Sidabutar, Yosevel; Shelvira Herwieany, Agnes
Jurnal Jalan Jembatan Vol 41 No 1 (2024)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v41i1.1283

Abstract

Unmanned Aerial Vehicles (UAVs), commonly known as drones, are aerial devices equipped with cameras and sensors for various applications, including aerial mapping surveys. The growth of UAV technology has provided significant benefits in the construction industry by enabling accurate and efficient spatial data collection for 3D modelling, progress monitoring and work volume analysis. Various characteristics of UAVs, including wing type, size, coverage and capabilities, accompany the development of UAVs. The diversity of types and brands of UAVs on the market is a challenge for organizations in determining the choice of UAVs that suit their needs and intended use. This research aims to provide recommendations for UAVs in mapping survey activities by comparing productivity and accuracy. In this research, we compare 3 (three) different types of UAV, namely DJI Phantom 4 Pro V2, DJI Mavic 3 Enterprise RTK, and WingtraOne Gen II, combined with two types of geotagging methods, namely GCP (Ground Control Point) and PPK (Post Processing Kinematic). Research carried out on 31 January 2023 at the Cimanggis-Cibitung Toll Road Project Section 2 location obtained the best accuracy results of 0.08 m horizontally and 0.07 m vertically from the WingtraOne Gen II PPK method, while DJI Mavic 3 RTK Enterprises obtained the best productivity comparison results with productivity of 2.90 ha/min. In general, for using photogrammetric survey technology on long continuous road projects, it is recommended to use portable UAVs and the capabilities of the PPK and RTK methods, with the primary consideration being accuracy and productivity. The research results can provide insight into the optimal combination of PUNA and geotagging methods in using photogrammetry in the construction industry. Keywords: UAV, photogrammetry, geotagging, construction project, toll road
STUDI EKSPERIMENTAL PERILAKU STRUKTURAL LANTAI KACA LAMINASI TERHADAP BEBAN LENTUR Nugraha, Widi; Triwibowo, Hari; Subrata, Budi
Jurnal Jalan Jembatan Vol 41 No 1 (2024)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v41i1.1286

Abstract

The development of laminated glass with enhanced ductility compared to standard glass presents promising opportunities for its utilization as load-bearing structural components, notably in floors and beams. Its application as bridge flooring has gained widespread acceptance across construction projects worldwide. Despite this, understanding laminated glass floor behavior remains limited due to its recent emergence in the construction sector. This study aims to investigate the structural response of laminated glass floors to vertical bending loads through bending tests conducted in a laboratory setting. Four samples were tested, including three with two layers of laminated glass and one with three layers, all using the same thickness of glass and interlayer, which is 12 mm and 1.5 mm, respectively. Vertical compressive loads were applied at the floor span center, with deformation measured incrementally. Test results show that all laminated glass floor specimens can withstand loads greater than the design load, with ductility reaching up to 2,23, showcasing post-failure ductile behavior and gradual bending failure conducive to safe evacuation. These findings significantly advance our comprehension of laminated glass in bridge construction, paving the way for innovative structural designs. Keywords: laminated glass, structural floor, bending test, ductility, stiffness

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