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All Journal REKA RACANA Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Jurnal Pengabdian Tri Bhakti Jurnal Jalan Jembatan
Aisyah, Linda
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Civil Engineering, Building, Construction & Architecture Economics, Econometrics & Finance Education Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Social Sciences Transportation

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Identifikasi Kondisi Perkerasan Kaku Menggunakan Pedoman Indeks Kondisi Perkerasan (IKP) Pd-01-2016-B (Studi Kasus: Ruas Jalan Cangkorah, Kabupaten Bandung Barat) Aisyah, Linda
RekaRacana: Jurnal Teknil Sipil Vol 9, No 3: November 2023
Publisher : Institut Teknologi Nasional, Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26760/rekaracana.v9i3.207

Abstract

ABSTRAKPengukuran kondisi perkerasan dapat dilakukan dengan cara melakukan survei langsung dilapangan secara visual. Salah satu pedoman yang digunakan untuk mengindentifikasi kondisi perkerasan ialah menggunakan Indeks Kondisi Perkerasan (IKP) Pd-01-2016-B. Indentifikasi kondisi perkerasan dilakukan di ruas jalan Cangkorah Kabupaten Bandung Barat dengan jenis perkerasan ialah perkerasan kaku dengan panjang jalan 1 km. Metodologi diawali dengan melakukan survei lapangan dengan membagi perkerasan menjadi 20 unit sampel masing-masing per 50 meter, menganalisis hasil survei menggunakan pedoman Pd-01-2016-B, menentukan nilai rata-rata IKP yang menunjukkan skala kondisi perkerasan kaku. Hasil pengukuran kondisi perkerasan dilapangan dapat dijadikan sebagai acuan untuk melakukan penanganan yang tepat pada kerusakan jalan. Dari hasil survei dan analisis  menggunakan pedoman IKP didapatkan rata-rata nilai IKP perkerasan kaku ialah 51 yang menunjukan skala kondisi jelek dimana presentase  kondisi perkerasan 10% sangat baik, 15% baik, 20% sedang, 20% jelek, 20% parah serta 15% sangat parah sehingga direkomendasikan penanganan 55% rekonstruksi, 20% peningkatan struktural, 15% pemeliharaan berkala, dan 10% pemeliharaan rutin atau dapat direkomendasikan secara umum penanganan yang tepat untuk perkerasan kaku sepanjang 1 km di jalan Cangkoarah ialah rekonstruksi.Kata kunci: kondisi perkerasan, perkerasan kaku, IKP, rekonstruksi ABSRACTThe measurement of Pavement condition can be visually assessed through field surveys. Pavement Condition Index (IKP) Pd-01-2016-B was used as national guideline in identifying the pavement condition. It was determined that Cangkorah Street in Kabupaten Bandung Barat has a rigid pavement, extending for a length of 1 km. The following steps were carried out to assess the pavement condition, road condition survey, segmentation of the road into 50-meter segments, data collection and analysis based on Pd-01-2016-B, and the calculation of the average value of IKP, which represents the scale of the rigid pavement condition. Based on the IKP result, the pavement condition on Cangkorah Street is 10% good, 15% satisfactory, 20% fair, 20% poor, 20% very poor, and 15% in serious condition. The average IKP value for the rigid pavement is 51 which shows that the road is in poor condition that need to be improved by reconstructing the road along 1 Km. The needed improvement could also classify with 55% reconstruction, 20% structural improvement, 15% periodic maintenance, and 10% routine maintenance.Keywords: pavement condition, rigid pavement, IKP, reconstruction
Pengaruh Bakteri Bacillus Megaterium sebagai Self-Healing Agent pada Kuat Tekan Beton Mutu Tinggi Fauziah, Lulu; Murhayati, Siti Mutiara; M, Luthfi Muhammad; Aisyah, Linda
RekaRacana: Jurnal Teknik Sipil Vol 9, No 3: November 2023
Publisher : Institut Teknologi Nasional, Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26760/rekaracana.v9i3.228

Abstract

ABSTRAKSifat beton yang lemah terhadap tarik memungkinkan terjadinya retakan mikro dan dapat merambat menjadi retakan makro, apabila retakan tersebut tidak terdeteksi. Oleh karena itu, muncul inovasi yang disebut dengan Self-healing concrete (SHC), yaitu beton dapat menutupi retakan mikro secara mandiri tanpa adanya perlakuan dari manusia. Pada penelitian ini, digunakan bakteri Bacillus megaterium sebagai healing agent kemudian diterapkan pada beton mutu tinggi rencana 45 MPa berdasarkan pedoman ACI 211-4r.93, dengan kadar subtitusi semen oleh fly ash sebanyak 25% dan persentase bakteri sebesar 2% dari komposisi air yang digunakan. Hasilnya, diperoleh peningkatan nilai kuat tekan pada beton bakteri umur 28 hari sebesar 12,662% terhadap beton kontrol. Dimana nilai kuat tekan rata-rata 62,199 MPa pada beton bakteri dan 55,208 MPa untuk beton kontrol. Selain itu, beton bakteri mulai menunjukkan proses self-healing pada hari ke-21 pasca pengujian dan lebar ukuran retakan mikro yang dapat diperbaiki bakteri adalah berkisar 0,66-2,76 mm.Kata kunci: beton mutu tinggi, self-healing concrete, bacillus megaterium, kuat tekanABSTRACTThe weak tensile properties of concrete allow micro-cracks to occur and propagate into macro-cracks if they are not detected. Therefore, an innovation called Self-healing concrete (SHC) emerged, where concrete can cover micro-cracks independently without human treatment. In this study, Bacillus megaterium bacteria were used as a healing agent. Then they applied to high-strength concrete plan 45 MPa based on ACI guideline 211-4r.93, with a cement substitution content by fly ash of 25% and a percentage of bacteria of 2% of the composition of the water used. As a result, an increase in compressive strength value was obtained in bacterial concrete aged 28 days by 12.662% against control concrete. Where bacterial concrete was 7,524 MPa and control concrete was 7,399 MPa. In addition, bacterial concrete began to show a self-healing process on the 21st day after the compressive test, and the width of the size of micro-cracks that bacteria can repair is in the range of 0.66-2.76 mm.Keywords: high strength concrete, self-healing concrete, bacillus megaterium, compressive strength
Pengelolaan Jalan Berdasarkan Metode IKP dan IRI (Studi Kasus Jalan Jenderal Sudirman STA 2+000 – STA 3+400 Kota Bandung) Hibatullah, Fadhil Zuhdi; Wardana, Anya Athalia Rahmizain; Aisyah, Linda
RekaRacana: Jurnal Teknik Sipil Vol 11, No 1: Maret 2025
Publisher : Institut Teknologi Nasional, Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26760/rekaracana.v11i1.87

Abstract

ABSTRAK Kerusakan permukaan jalan dapat mempengaruhi keamanan dan kenyamanan pengguna jalan, khususnya bagi para pengendara. Penilaian tingkat kerusakan jalan perlu dilakukan menggunakan metode IRI dan IKP. Jalan Jenderal Sudirman yang menghubungkan antara Kota Bandung dengan Kota Cimahi; memiliki perkerasan lentur dan ditinjau sepanjang 1,4 km dari Simpang Tiga Jalan Jamika hingga Bundaran Cibeureum. Studi yang dilakukan adalah membandingkan nilai IKP dan IRI hingga merekomendasikan jenis skenario pemeliharaan jalan yang tepat berdasarkan hasil analisis kondisi permukaan jalan. Dari hasil IKP, rata-rata nilainya Jalan Jenderal Sudirman ialah 67,43 untuk arah Bundaran Cibeureum dan 70,11 untuk arah Simpang Tiga Jamika yang menunjukkan kondisi jalan sedang. Sedangkan berdasarkan metode IRI, rata-rata nilainya Jalan Jenderal Sudirman ialah 4,86 untuk arah Bundaran Cibeureum dan 4,66 untuk arah Simpang Tiga Jamika dengan kondisi jalan sedang. Skenario penanganan pemeliharaan rutin dan berkala dilakukan di Jalan Jenderal Sudirman dengan hasil nilai IRI yang lebih baik apabila dilakukan pemeliharaan rutin per tahun dan berkala per lima tahun namun biaya yang diperlukan juga cukup tinggi.Kata kunci: kondisi perkerasan, jalan provinsi, perkerasan lentur, IKP, IRI, pemeliharaan rutin, pemeliharaan berkala ABSTRACTThe condition of road surfaces can significantly impact the safety and comfort of road users, especially for drivers. Assessing the level of road damage used IRI and PCI. Jenderal Sudirman Road, linking Bandung City to Cimahi City, has flexible pavement and is reviewed along 1.4 km from the Jalan Jamika intersection to the Cibeureum Roundabout. The study aims to compare the PCI and IRI values for both flexible pavements, ultimately recommending appropriate road maintenance scenarios based on the surface condition analysis. Based on the IKP, the average PCI value for the Jenderal Sudirman Road is 67.43 for the Cibeureum Roundabout direction and 70.11 for the Jalan Jamika intersection direction, indicating a moderate road condition. Meanwhile, based on IRI, the average IRI value for the Jenderal Sudirman Road is 4.86 for the Cibeureum Roundabout direction and 4.66 for the Jalan Jamika intersection direction, also indicating a moderate road condition. Routine and periodic maintenance scenarios are implemented on the Jenderal Sudirman Road, with better IRI values achieved through annual routine maintenance and five-year periodic maintenance, although the associated costs are relatively high.Keywords: pavement condition, provincial road, flexible pavement, IKP, IRI, routine maintenance, periodic maintenance 
Perencanaan Ruang Kelas SDN 027 Cicadas Bandung Sari, Sally Octaviana; Aisyah, Linda; Fadhila, Raisa
Jurnal Pengabdian Tri Bhakti Vol 4 No 1 (2022): Jurnal Pengabdian Tri Bhakti
Publisher : Lembaga Pengabdian kepada Masyarakat Universitas Langlangbuana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36555/tribhakti.v4i1.1936

Abstract

Institution of education has important role to take part in solving problems in Bandung city community development. Population growth inBandung drives the impact of facility andinfrastructure addition, including in primaryschool facilities. The land area of school could not be expandable and so its insufficient and facility infrastructure because of its location among slums settlement and traditional market.The Departement of Eduaction and Cultural hassustainable programs for improving school facility and infrastructure. The facility and infrastructure of Sekolah Dasar Negeri 027 recently has not been longer proper for physical and capacity for teaching and learning activities. In this program, abdimas team helps to carry out the planning renovation and supervision assistance process of Sekolah Dasar Negeri 027. This program involves architect and civil engineer to plan, design, count the structure of new classrooms addition and also supervise the renovation for few room of Sekolah Dasar Negeri 027. The output of this activity is to fulfill the need of the SDN 027 community to carry out the teaching and learning process.
PENGGUNAAN BIJI PLASTIK LOW DENSITY POLYETHYLENE (LDPE) PADA CAMPURAN BERASPAL AC - BASE Azhar, Febiansyah; Permana, Rinto; Aisyah, Linda; Pradityo, Ardianto Tri
Jurnal Jalan Jembatan Vol 42 No 2 (2025)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v42i2.1400

Abstract

Roads are one of the key infrastructures supporting public mobility. However, road conditions in Indonesia still face various issues, one of which is the frequent occurrence of road damage even before reaching the planned service life. This damage is generally caused by the insufficient stability of asphalt mixtures, which prevents pavement layers from optimally withstanding traffic loads. One type of asphalt mixture that can address this issue is AC-Base, which functions as a supporting layer beneath the surface layer and transfers traffic loads to the subgrade. Therefore, additive materials are needed to improve the stability and durability of the AC-Base mixture. One of the additives used in this study is LDPE plastic pellets, as previous research has shown that LDPE can improve the properties of asphalt mixtures, particularly stability. However, further research is required regarding the use of LDPE plastic pellets to acknowledge the effect of the use of Low-Density Polyethylene (LDPE) plastic pellets on the characteristics of an AC-Base mixture, and to obtain the LDPE optimum content with various content levels, namely 2%, 4%, 6%, and 8% by weight of asphalt. Based on the experimental results, the LDPE plastic pellet content that met the specified criteria was 2%. The comparison between the control AC-Base mixture and the modified AC-Base mixture with 2% LDPE pellets and AC-Base mixture modified with LDPE plastic pellets on the optimum content of asphalt at 4,5% showed an increase in density from 2.33 gr/cm³ to 2.35 gr/cm³ and residual stability from 90.24% to 91.08%. However, several other parameters decreased slightly: VIM from 3.18% to 3.16%, VMA from 14.13% to 13.56%, VFB from 83.49% to 82.15%, and stability from 1856.33 kg to 1839.34 kg. This research contributes to the development of more sustainable pavement material by utilising polymer waste for asphalt mixture engineering. Kata Kunci: AC-Base, Plastik LDPE, Stabilitas, Volumetrik Aspal, Kadar Optimum Plastik LDPE Keywords: AC – Base, LDPE Plastic, Stability, Asphalt Volumetric, Optimum LDPE Plastic Content
Pengaruh Bakteri Bacillus Megaterium Sebagai Self-Healing Agent Pada Kuat Tekan Beton Dengan Agregat Buatan Berbasis Limbah Fly Ash Agustiansyah, Fikkry; Syah Adzani, Raya; Muhammad Mauludin, Luthfi; Aisyah, Linda
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 13 No 3 (2025): Jurnal Konstruksi dan Infrastruktur Vol 13 No.3 Desember 2025 Special Edition: E
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v13i3.10608

Abstract

In the construction world, there exist an innovation to make use of artifical aggregates to reduce using natural aggregates that are limited in nature, but their usage usually lowers the concrete’s compression strength. That is why the innovation of utilizing bacteria as a healing agent can be used for its self-healing property to fix cracks formed on the concrete. In this study, the bacteria bacillus megaterium were used as a healing agent with a percentage of 2% of the composition of the water used and artifical aggregate with the optimal composition of 60% type F fly ash : 40% of the inorganic compound calcium hydroxide with a water content of 37,7% of the weight of fly ash used. The artifical aggregate is made using the pan granulator method and water is sprayed evenly during its production. The compression test of the concrete is done with samples at the size of 100 x 200 mm and 150 x 300 mm on 28 days of age. In this study, 4 variables of fly ash are compared which are 100%, 100% with 2% bacteria, 50% with 2% bacteria, and normal concrete. The compression strength results at 28 days of age in order are 15,27 MPa, 22,16 MPa, 21,57 MPa, and 22,61 MPa. After 30 days of healing, the average compressive strengths of the specimens were 11,8 MPa, 14,45 MPa, 27,33 MPa, and 12,6 MPa, with healing efficiencies of 58,58%, 67,72%, 123,33%, and 48,08%, respectively.
Penentuan Titik Rawan Kecelakaan Pada Ruas Jalan Mahar Martanegara Kota Cimahi Kusuma, Yusmiati; Sari , Risna Rismiana; Birahmatika, Lilla anjani; Aisyah, Linda; Pradityo, Ardianto Tri; Syahputra, Kevin Hutama
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 14 No 1 (2026): Jurnal Konstruksi dan Infrastruktur Vol 14 No.1 : April 2026
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v14i1.11553

Abstract

Mahar Martanegara Road in Cimahi City serves as a strategic urban corridor connecting Cimahi and Bandung, characterized by high traffic volume influenced by surrounding industrial, residential, and commercial land use. The volume-to-capacity ratio approaching saturation conditions has increased traffic conflicts and accident risks in recent years. This study identify and analyze accident prone locations (blackspots) along Mahar Martanegara Road using the Equivalent Accident Number (AEK), Upper Control Limit (UCL), and Upper Control Boundary (BKA) methods. Accident data from 2022–2024 obtained from PT Jasa Raharja were analyzed and segmented per 300 meters. The AEK was calculated using weighted severity values for fatalities and injuries, and the results were statistically evaluated using BKA and UCL thresholds. The analysis indicates that two road segments categorized as blackspots is STA 0+600–0+900 and STA 2+400–2+700. The AEK values for these segments are 27 and 33, respectively, exceeding the BKA value (25.69) and their corresponding UCL values STA 0+600–0+900 (23.99) and STA 2+400–2+700 (24.94). These findings suggest systematic accident patterns beyond normal statistical variation. Contributing factors include high traffic density, the presence of heavy vehicles, roadside activities, inadequate safety facilities, and geometric and operational constraints. The results provide a data driven basis for local government intervention through traffic engineering improvements, enhancement of road safety facilities, regulation of heavy vehicle movement, and integrated road safety management strategies.
Co-Authors Agustiansyah, Fikkry Azhar, Febiansyah Birahmatika, Lilla Anjani Fadhila, Raisa Fauziah, Lulu Hibatullah, Fadhil Zuhdi Kusuma, Yusmiati Muhammad Luthfi Muhammad Mauludin, Luthfi Murhayati, Siti Mutiara Permana, Rinto Pradityo, Ardianto Tri Sari , Risna Rismiana Sari, Sally Octaviana Syah Adzani, Raya Syahputra, Kevin Hutama Wardana, Anya Athalia Rahmizain