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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 602 Documents
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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
ANALISIS DAMPAK LALU LINTAS AKIBAT DISRUPSI PADA SAAT ACARA BESAR DENGAN MENGGUNAKAN MODEL SIMULASI MIKRO Zukhruf, Febri; Maulana, Andrean; Nugroho, Taufiq Suryo; Purwanti, Oka; Santoso, Satya Ananda; Khaerul Ikhsan, Robby Septiandi
Jurnal Jalan Jembatan Vol 41 No 2 (2024)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v41i2.1219

Abstract

This paper discusses traffic performance under major and disruption events on the road network. Traffic on the road network is modelled based on a microsimulation model by considering conditions without disruption, with disruption, and with disruption accompanied by the mitigation schemes. The simulation model used in this paper models the driving behaviour at the micro level that can be used to simulate interactions between vehicles and traffic performance in response to changes in road capacity due to disruption. The model is tested on a road network with significant sports events and potential natural disasters. Traffic flow is estimated based on information from previous events. The results of the microsimulation modelling show that the disruption scenario can reduce road network performance by up to 43%, with total delays that can increase up to five times. In addition, the mitigation schemes to reduce the disruption contribute to maintaining good traffic performance. This paper's framework can potentially be used to assess the impact of traffic disruptions during significant events. Furthermore, it can evaluate alternative strategies to overcome the disruption.
EFEK PENAMBAHAN LIMBAH BATUBARA PADA LEMPUNG PLASTISITAS TINGGI TERSTABILISASI SEMEN TERHADAP CBR Satibi, Syawal; Nugroho, Soewignjo agus; Putra, agus ika; Zega, Christian Robert
Jurnal Jalan Jembatan Vol 41 No 2 (2024)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v41i2.1236

Abstract

High plasticity clay (CH) has poor material characteristics, such as considerable shrinkage due to high plasticity, so soil improvement is needed, for example, using cement and coal waste (bottom ash and fly ash, BAFA). The purpose of adding cement and BAFA type C is to see the effect on changes in soil CBR values. Variations in BAFA addition are 4%, 8%, 12% and 16% and PCC cement 3% and 5%. The percentage of bottom ash content to fly ash in BAFA is 2:1. Based on the test results, an increase in the CBR bearing capacity value was seen from 0.78% in the original soil to 18% in samples with a mixture of 5% cement and 16% BAFA with 7 days of curing. The CBR sample S5-B16-C7 is the largest value of all sample variations. The increase in the CBR value is huge from 0,78% to 18.73% This value proves that the combination of mixtures can effectively increase soil-bearing capacity. Based on microscopic testing of CBR samples, it can be seen that the higher the BAFA and Cement content, the rougher and paler the changes in the sample structure are. Conversely, the sample structure is smoother at the lowest BAFA content and cement content, and the sample colour is brighter, approaching the original soil colour. The results of this study indicate that BAFA can be used as pavement materials and provide a solution to the environmental impact of industrial waste.
PEMANFAATAN LIMBAH GROUND GRANULATE BLAST FURNACE SLAG (GGBFS) SEBAGAI BAHAN GEOPOLIMER UNTUK STABILISASI TANAH DASAR (SUBGRADE) Indera Kusuma, Rama; Cahyani, Fadhila Putri; Mina, Enden; Fathonah, Woelandari
Jurnal Jalan Jembatan Vol 41 No 2 (2024)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v41i2.1278

Abstract

Ground Granulate Blast Furnace Slag (GGBFS) is a by-product or non-metallic waste from the iron and steel production process. GGBFS is currently widely applied as an additive to mortar mixtures because it has pozzolanic properties. It can also be used as a material for stabilizing subgrade soil that is not included in the technical requirements for road pavement. GGBFS is a geopolymer material with NaOH and Na2SiO3 as an alkali activator to produce a solid polymer bond like cement. The concentration of 10 M NaOH used is with a solution ratio of 2.0 (Na2SiO3 to NaOH), variations in GGBFS content of 0% and 20%, and variations in S/L content (GGBFS to activator) of 1/2 and 1/2.5; which is mixed with the original soil to make a sample of an Unconfined Compression Test (UCT), with the curing of the UCT test specimens carried out for 0, 7, 14, and 28 days. From the test results, the original soil sample is of the OH soil type. The results of UCT testing of original soil samples without stabilization with a curing time of 28 days were 1.59 kg/cm2, while the stabilized soil sample (80% soil, 20% GGBFS, alkali activator S/L (1/2.5)) was 29.386 kg/cm2. The results of UCT testing showed a significant increase in soil strength values ​​, so geopolymers with GGBFS and (NaOH; Na2SiO3) materials can be used as soil stabilization materials like Portland cement.
PARAMETER MARSHALL DAN KOEFISIEN PERMEABILITAS CAMPURAN FLY ASH DAN ABU SEKAM PADA ASPAL GEOPORI Amelia, Tasya; Indrayani, Indrayani .; Kosim, Kosim; Amalia, Tata
Jurnal Jalan Jembatan Vol 41 No 2 (2024)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v41i2.1287

Abstract

The use of geoporous asphalt is an environmentally friendly alternative because it is made using waste and in its application it can help water absorption into the soil.. The waste used to manufacture porous asphalt in this study was fly ash (FA) and rice husk ash (AS). Fly ash has pozzolanic properties, and rice husk ash contains carbon (C) and silica elements, which function as adhesives. Using goepore asphalt on the shoulder of the road can be an alternative to faster water absorption without damaging the pavement layer underneath. This study aimed to obtain a mixture variation between FA and AS as fillers for optimal mixture variation in manufacturing porous asphalt. Comparison of filler mixtures in manufacturing test objects with FA and AS mixtures variations using the filler substitution method in the manufacture of regular asphalt, namely cement. In the variation of normal asphalt mixture content, the cement used is 2%  from the weight of asphalt substituted with a mixture of FA and AS for the manufacture of geoporous asphalt test specimens with variations in filler mixture con. This study used 60/70 penetration asphalt with an optimum asphalt content (KAO) of 4.6%. From the test results, it was found that the most optimum mixture content variation was in a mixture of 100% AS: 0% FA with a stability value of 729.556 kg, a flow value of 5.37 mm, a VIM (Void In the Mix) value of 20.86%, a Marshall Quotient (MQ) of 135.82 kg/mm, and a permeability coefficient value of 0.447 cm/sec. The Marshall parameter values and permeability coefficient values  meet the AAPA 2004 specifications, namely 500 kg stability, 2-6 mm flow value, 18-25% VIM value, 400 kg/mm MQ, and a permeability coefficient of 0.1-0.5 cm/sec.
PENGARUH PENGGUNAAN ASPAL KARET ALAM PADAT PADA LASTON AC-WC TERHADAP KONDISI CUACA EKSTREM sumiati, sumiati; Hakiki, Rachmat; Prasetya Person, Rizki
Jurnal Jalan Jembatan Vol 41 No 2 (2024)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v41i2.1291

Abstract

The factory has produced solid natural rubber asphalt (AKAP PG 76) and has received support for its implementation by the government. The application of materials in road works at the Directorate General of Highways refers to the Special Specification for Solid Natural Rubber Asphalt (SKh-2.M.04). However, the use of AKAP PG-76 is still limited or only used in national road projects. One of the contributing factors is its relatively high price. This study will evaluate the comparison of price and quality produced. This study aims to compare the characteristics of AC-WC asphalt concrete mixtures using PEN 60/70 asphalt and AKAP PG-76 asphalt. Before the Marshall test, samples with five variations of asphalt content were soaked at 60 oC and 80 oC to achieve optimal asphalt content. The advantages and resistance of asphalt pavement to extreme weather can be seen from the residual strength index. The residual strength index was obtained from the Marshall test comparison of samples with optimal asphalt content soaked for 30 minutes and 24 hours at temperatures of 60 oC and 80 oC. This study found that the asphalt concrete mixture using solid natural rubber (AKAP PG 76) and PEN 60/70 asphalt showed good resistance to extreme weather conditions. However, AKAP PG 76 is better because it has higher Marshall stability and can withstand scorching weather.
EVALUASI KINERJA JEMBATAN INTERCHANGE BETON DENGAN ANALISIS RIWAYAT WAKTU TIDAK LINEAR Dendi Nosya, Akhmad; Sutrisno, Adi; Farid, Mifta; Ilyas Pratama, Nuriana; Dwiyanto, Efri; Azmi, Nazril
Jurnal Jalan Jembatan Vol 41 No 2 (2024)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v41i2.1305

Abstract

One of the elements in the bridge structure is prestressed concrete. Bridge performance evaluation is needed to determine the repair method for the element if there is a potential for construction failure. This study aims to design a prestressed concrete bridge using midas Civil software. The bridge structure is modelled along with the working loads, which include Dead Load (DL), Super Impose Dead Load (SIDL), and earthquake loads based on SNI 1725:2016 and SNI 2833:2016. This study uses a non-linear time history analysis method (non-linear time history analysis), and design parameters are taken from the NCHRP 44 and 949 references. Midas Civi software is used for the analysis. Design parameters include concrete material strain, steel reinforcement, and drift on lateral retaining elements (bridge pillars) composed of reinforced concrete material. The Terbanggi Besar Interchange Bridge (IC) STA. 139+925 on the Bakauheni – Terbanggi Besar Toll Road in Lampung Province is used as the focus of the study. This study identifies the limits of bridge structural damage during the post-earthquake to determine the performance of the bridge structure. Seven pairs of ground motions were installed, representing the conditions at the bridge site. The results of this study indicate that the performance level of the Terbanggi Besar IC Bridge Structure is at the whole operational performance level. This level describes the condition after receiving the earthquake load. The bridge condition can operate optimally, and the structure is still elastic. This study suggests using similar methods on other bridges to hinder bridge performance and anticipate building failure.

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