Garuda - Garba Rujukan Digital

KINERJA STIFFNESS, FATIGUE, DAN CREEP CAMPURAN ASPAL PANAS ASPHALT CONCRETE WEARING COURSE (AC-WC) I Nyoman Arya Thanaya; I Made Agus Ariawan; I Made Debby Surya Adi Putra
JURNAL SPEKTRAN Vol 8 No 1 (2020): VOL. 8, NO. 1, JANUARI 2020
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (452.39 KB)

Damage type that common happens to Asphalt Concrete Wearing Course (AC-WC) is the crack due to fatigue. This research objective is to analyze the performance of the stiffness, fatigue, static creep and dynamic creep of the AC-WC hot asphalt mix to optimum asphalt content. The research was conducted at Road Laboratory of the Civil Engineering Department, Udayana University. The mixture was produced in hotmix and tested with Marshall procedure. The method used in testing stiffness, fatigue and creep testing refers to the British Standard. The equipment that is used is the Dynapave UTM 30. Based on the research it was found out that the optimum asphalt content (OAC) of AC-WC mix was 6.05%. The ITSM value at temperature of 10oC, 20oC, 30oC were 6175 MPa, 4356 MPa, 3790 MPa, respectively. The fatigue performance on dynamic loading at pressure of 300 kPa failed at 37,401 times of load repetition, at pressure of 500 kPa failed at 15,513 times of load repetition, at pressure of 700 kPa failed at 3,866 times of load repetition. The static creep performance was 20.84 MPa. The stiffness of creep dynamic was 13.69 MPa. In general comparison, between the test result of the static creep and dynamic creep shows that with dynamic load the sample gave bigger strain so its stiffness becomes smaller, compared to the static load. In other words, the dynamic load causes bigger deformation.

KAJIAN PEMANFAATAN TERMINAL MENGWI TERKAIT DENGAN KEBIJAKAN PENGEMBANGAN WILAYAH PROVINSI BALI Anita Kurniati Al-Achmad Lamdu; Putu Alit Suthanaya; I Made Agus Ariawan
JURNAL SPEKTRAN Vol 6 No 2 (2018): Vol. 6, No. 2, Juli 2018
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (610.444 KB)

ABSTRAK Terminal Mengwi merupakan Terminal Tipe A di Provinsi Bali, namun kenyataannya sejak awal dioperasikanya terminal tidak berfungsi secara efektif karena rendahnya aktivitas yang ada pada Terminal Mengwi. Penelitian ini dilakukan untuk melakukan kajian terhadap pemanfaatan Terminal Mengwi terkait kebijakan pengembangan wilayah. Tujuan dari penelitian ini untuk mengetahui penyebab kurang maksimalnya pemanfaatan Terminal Mengwi dan untuk mengetahui rekomendasi arahan pemanfaatan terminal terkait dengan kebijakan pengembangan wilayah di Provinsi Bali. Metode analisis yang digunakan dalam penelitian ini adalah metode analisis gabungan antara analisis kualitatif dan analisis kuantitatif, serta menggunakan analisis SWOT untuk mendapatkan rekomendasi arahan pemanfaatan terminal. Dari hasil analisis penyebab kurang maksimalnya pemanfaatan Terminal Mengwi yaitu asal tujuan penumpang yang melalui Terminal Mengwi yang terjadi cenderung berasal dan menuju ke daerah terbangun yang tersebar di pusat kota/kegiatan yakni Kota Denpasar. Tingkat aksesibilitas terminal yang buruk seperti tidak adanya trayek antar kota dalam provinsi (AKDP), angkutan kota (ANGKOT) maupun angkutan perdesaan (ANGDES) yang beroperasi di Terminal Mengwi, serta mahalnya biaya angkutan sewa yang tersedia di Terminal Mengwi. Adapun rekomendasi arahan pemanfaatan Terminal Mengwi terkait dengan kebijakan pengembangan wilayah di Provinsi Bali adalah Memanfaatkan fungsi Terminal Mengwi sebagai sebuah prasarana yang dapat mempercepat pengembangan pusat pertumbuhan baru, mempercepat pembangunan sarana dan prasarana berbasis pelayanan kepada masyarakat di sekitar kawasan terminal, mengoptimalkan fungsi dan peran Terminal Mengwi sebagai Terminal Tipe A yang akan dijadikan terminal Sentral di Provinsi Bali, mengatur agar tarif angkutan sewa menjadi lebih murah, melakukan perbaikan terhadap aksesibilitas terminal, peningkatan pengawasan dan penertiban bagi bagi para operator angkutan umum

ANALISIS KARAKTERISTIK DAN KEBUTUHAN PARKIR DI BANDARA INTERNASIONAL I GUSTI NGURAH RAI-BALI Dewa Ayu Putu Adhiya Garini Putri; Putu Alit Suthanaya; I Made Agus Ariawan
JURNAL SPEKTRAN Vol 5 No 2 (2017): Vol. 5, No. 2, Juli 2017
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (745.033 KB)

I Gusti Ngurah Rai International Airport has high numbers of car parking users, however land availaibility is limited to accomodate entire vehicle. This research was conducted to study about the characteristic of parking and future parking needs. The aim of this study was to analyze the characteristics of parking on weekdays, weekends, and public holiday at Ngurah Rai Internasional Airport, also future parking needs. The method used to obtain data throught direct survey and recording primary data from PT. Angkasa Pura I (Persero). The analysis was performed by comparing characteristics on weekdays, weekends and holiday on motorcycle (2 wheelers), car (4 wheelers), and bus (6 wheelers). The highest parking indexs of motorcycles in on working days is 4.75. The highest parking indexs of car is on the weekend day is equal to 1.84. The highest perking indeks of bus is on the public holiday is equal to 7.54. I Gusti Ngurah Rai Airport still requires parking lots to meet parking needs. Based on characteristics parking, for motorcycle there was deficiency of 3.092 SRP, total parking lots requirement for car is 1.897 SRP and for bus is 42 SRP. Keywords: parking, parking characteristic, parking needs.

ANALISIS PENENTUAN SKALA PRIORITAS PEMELIHARAAN DAN PENINGKATAN RUAS JALAN KOTA DENGAN METODE AHP BERDASARKAN PENGADUAN PADA APLIKASI PRO DENPASAR Dewa Ayu Trisna Adhiswari Wedagama; Putu Alit Suthanaya; I Made Agus Ariawan
JURNAL SPEKTRAN Vol 9 No 2 (2021)
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24843/SPEKTRAN.2021.v09.i02.p09

Projects carried out by PT. Tunas Jaya Sanur during 2017 is quite diverse, so there is often a variety of potentials related to work safety and has an impact on the surrounding environment. Therefore, PT. Tunas Jaya Sanur implements the Safety, Occupational and Environmental Health Management System. In addition, the director of the company PT. Tunas Jaya also measures the achievement of Management of Occupational Health, Safety and Environment (SMK3L) by using a Key Performance Indicator (KPI). The purpose of this study is to find out work safety and environmental problems (K3L) and to determine the level of success that has been obtained by PT. Tunas Jaya Sanur during 2017 in terms of occupational and environmental safety risks (K3L) based on the main performance indicators (KPI) set by the company. Data collection was conducted using a questionnaire involving 88 respondents who were directly involved in the PT. Tunas Jaya Sanur during 2017. The method of analysis in this study is a quantitative analysis method carried out based on Australian / New Zealand (AS / NZS) standards 4360: 2004, then to measure KPI (Key Performance Indicators) on procedures for calculating KPIs main). The results of the analysis of risks issued by PT. Tunas Jaya is a medium risk (medium risk) of 30 risks, a large risk (high risk) of 14 risk-related risks (very high risk) are 2 risks. The level of success in controlling and controlling that has been done by PT. Tunas Jaya Sanur during 2017 showed that the work safety and environmental management (K3L) of PT. Tunas Jaya Sanur Bali in 2017 is classified as "Very Healthy", with the AA category with a performance score of 94.58%.

STUDI KELAYAKAN EKONOMI PEMBANGUNAN UNDERPASS PADA SIMPANG TOHPATI DI KOTA DENPASAR Ni Putu Delima Yogeswari Saraswati; Putu Alit Suthanaya; Made Agus Ariawan
JURNAL SPEKTRAN Vol 9 No 2 (2021)
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24843/SPEKTRAN.2021.v09.i02.p05

Private vehicle ownership does not pay attention to the capacity of the road that will cause congestion of the road network in urban areas. Setting The Tohpati Junction with Traffic Signaling Tool is not able to cope, the solution to this condition is to build an underpass. The purpose of the study is to analyze the performance of existing intersections and underpasses in 2025, analyze the amount of costs required for the underpass, analyze the direct benefits of underpass construction, and can be known whether the project is feasible or not with an economic feasibility analysis of the underpass investment built. In addition to using primary data and secondary data in calculations, the method of economic feasibility analysis as a comparison of costs and benefits with indicators Net Present Value (NPV), Benefit Cost Ratio (BCR) and Internal Rate of Return (IRR). The results showed the performance of existing intersections obtained a delay of 373 seconds /smp morning peak hours, for the peak hour of noon 364 seconds / smp, and the peak afternoon 364 seconds / smp, including the level of service F. Simpang assumption underpass built the value of delay peak hours morning 19.02 seconds / smp, for the peak hours of noon 19.33 seconds / smp, and the peak afternoon 18.32seconds / smp, including the level of service A. In realizing the construction of the underpass, it is necessary to pay Rp. 224,964,665,195.28 and direct benefit from the construction of the underpass at Simpang Tohpati in Denpasar City for the cost savings of road users.amounting to Rp.10.407.740.934,00. In general, the underpass construction project at Simpang Tohpati in Denpasar city is economically viable and the terms of the three bank interest rates of 12%,15% and 18% in one year result in a non-negative NPV value, BCR is not less than one and the IRR is not below the bank's interest rate, hence the analysis related to the sensitivity of the bank to the condition of I, II and III.

PENILAIAN KONDISI JALAN MENGGUNAKAN METODE SDI (SURFACE DISTRESS INDEX) DAN INVENTARISASI DALAM GIS (GEOGRAPHIC INFORMATION SYSTEM) DI KABUPATEN KLUNGKUNG I Nyoman Yastawan; Dewa Made Priyantha Wedagama; I Made Agus Ariawan
JURNAL SPEKTRAN Vol 9 No 2 (2021)
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24843/SPEKTRAN.2021.v09.i02.p10

Assessment of road conditions using the SDI method and inventoried in the GIS in Klungkung Regency is carried out on the Jl. Gn Agung, Jl. Gn Rinjani, Jl. Gn Batukaru, Jl. Gn Semeru, and Jl. Gn Batur. Selection of district roads used by roads in the city of Semarapura which is the center of travel in Klungkung district should get more attention through road handling. In addition, the sections used are roads that visually have road damage. This research was conducted because there are still damaged roads that must be treated quickly. This study aims to analyze road conditions, analyze road handling types and inventory road conditions in a GIS map. The data used in this research are primary data and secondary data. Primary data was obtained through a survey of road conditions by measuring road damage, while secondary data was obtained from the Bina Marga section of the PUPRPKP Office of Klungkung Regency, namely, SK Klungkung regency roads, Klungkung regency road maps and Klungkung district road baseline data. The stages of research analysis were identification of road damage by measuring, data recapitulation by processing survey results, data analysis using the SDI method and inventorying in a GIS map. The results of the assessment for the Jl. Gn Agung is in moderate condition 0.416 km and slightly damaged condition is 0.300 km. Jl. Gn Rinjani, 0.277 km is slightly damaged. Jl. Gn Batukaru is slightly damaged by 0.119 km. Jl. Gn Semeru is slightly damaged by 0.288 km. Jl. Gn Batur condition is slightly damaged 0.546 km. For the type of handling carried out Jl. Gn Agung periodic maintenance and routine maintenance, Jl. Gn Rinjani, Jl. Gn Batukaru, Jl. Gn Semeru and Jl. Gn Batur is regular maintenance. Inventory of road condition data and basic road data of Klungkung district using GIS provides an overview of road conditions in the form of a road network map so as to provide convenience in monitoring road conditions and determining the type of handling. This research can be used as a reference in determining the type of handling of district roads in Klungkung district.

STUDI KARAKTERISTIK CAMPURAN HRS-WC DENGAN AGREGAT DILAPISI PLASTIK TIPIS BEKAS I Nyoman Arya Thanaya; I Made Agus Ariawan; Anak Agung Istri Mirah Primaswari
JURNAL SPEKTRAN Vol 7 No 2 (2019): Vol. 7 No. 2, JULI 2019
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (499.673 KB)

ABSTRACTOne problem of the environment is the increasing amount of plastic waste especially thin plastic bag and other thin plastic packaging, therefore effort is needed to utilize those plastic waste. Within this experiment thin plastic waste was use on the production of road asphalt mixture. The aim of this experiment was: to know the effectivity of the plastic coating onto the aggregate; the properties of the aggregate coated with thin waste plastic; and the Marshall characteristic of HRS-WC. Waste thin plastic waste was manually cut with size: <10mm and 10-20mm. The aggregate was heated, then plastic waste was spreaded, mixed, added with optimum asphalt content (OAC), evenly mixed and compacted 2x75 Marshall blow. Plastic coating was found only effective (observed visually) on the coarse aggregate using wider plastic size 10-20mm. Samples of HRS-WC were made with aggregate coated with plastic at OAC; OAC-0.5%; and OAC-1%. It was obtained that: the OAC was 7.55%. For 100% coating the coarse aggregate the amount of plastic needed was 30gram (8.6% by weight of total aggregate), and 15gram to coat 50%. The difference on Marshall Characteristic without and with added plastic was not significant and difficulties was experienced to meet volumetric properties, nontheles there was increase in Marshall stability. It was found that, the Marshall stability, flow, Marshall Quotient, VIM, VMA, and VFB on OAC with 50% plastic coating on the coarse aggregate, were consecutively: 1017.35 kg; 3.05mm; 333.69 kg/mm; 298.94 kg/mm; 4.288%; and 18.055%. Meanwhile on 100% coating, consecutively: 1075.07 kg; 3.59mm; 298.94 kg/mm; 4.037%; 17.462%; dan 76.90%.

The Perception of Domestic Tourists Riding Motorcycle in Bali on Traffic Safety Agus Ariawan; Priyantha Wedagama
Jurnal Teknik Sipil Vol 26 No 2 (2019)
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2019.26.2.1

This study aims to model and analyse the perceptions of domestic tourists riding motorcycle on traffic safety using Bali Province in Indonesia as the case study area. Structural Equation Model was constructed to examine the causal relationship among the motorcyclists' characteristics, perceptions and attitudes. Young domestic tourist riding motorcycle were found to be less likely to involve in cornering and speeding than the older ones. In addition, the level of education has been found insignificant to influence domestic tourists becoming more aware of motorcycle traffic safety. Meanwhile, motorcyclists scoring high on aggressive riding are considered to be more likely to interact with risky riding such as speeding and cornering. In addition, speeding has been considered as a significant contributing factor in traffic accidents and casualties. In a response this study finding, further studies and some initiatives are suggested to increase road safety particularly motorcycle traffic safety in Bali. Penelitian ini bertujuan untuk memodelkan dan menganalisis persepsi wisatawan domestik yang mengendarai sepeda motor terhadap keselamatan lalu lintas di Provinsi Bali. Structural Equation Model disusun untuk menganalisis hubungan kausal antara karakteristik, persepsi dan sikap pengendara sepeda motor. Hasil studi menunjukkan bahwa wisatawan domestik usia muda dibandingkan yang berusia lebih tua saat mengendarai sepeda motor lebih kecil kemungkinannya untuk berkendara dengan kecepatan tinggi di jalan raya. Sementara itu, tingkat pendidikan wisatawan domestik tidak berpengaruh secara signifikan dalam peningkatan kesadaran terhadap keselamatan berlalu lintas saat mengendarai sepeda motor. Wisatawan domestik yang teridentifikasi pengendara sepeda motor yang agresif cenderung berperilaku yang beresiko seperti berkendara dengan kecepatan tinggi di jalan raya. Berkendara dengan kecepatan tinggi juga berkontribusi signifikan terhadap tingkat keparahan korban luka-luka akibat kecelakaan lalu lintas. Studi lanjutan terkait temuan pada penelitian ini dibahas pada artikel ini dan beberapa inisiatif untuk meningkatkan keselamatan lalu lintas bagi pengendara sepeda motor di Bali.

STUDI KELAYAKAN EKONOMI PEMBANGUNAN UNDERPASS PADA SIMPANG PESANGGARAN DI KOTA DENPASAR Kadek Nindya Karunia Putri; Putu Alit Suthanaya; Made Agus Ariawan
JURNAL SPEKTRAN Vol 10 No 2 (2022)
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24843/SPEKTRAN.2022.v10.i02.p05

Simpang Pesanggaran diatur menggunakan Alat Pemberi Isyarat Lampu Lalu Lintas (APILL) dan Area Traffic Control System (ATCS) yang berguna untuk mengatur pergerakan lalu lintas pada masing-masing lengan simpang. Penggunaan APILL dan ATCS pada Simpang Pesanggaran belum efektif, dilihat dari tingginya tundaan dan panjangnya antrian. Tujuan penelitian adalah analisis kinerja Simpang Pesanggaran tahun 2021, analisis kinerja Simpang Pesanggaran tanpa dan dengan adanya terbangun underpass tahun 2024, analisis biaya dan manfaat dari rencana pembangunan underpass, serta analisis kelayakan ekonomi rencana pembangunan underpass. Pada penelitian ini menggunakan data primer dan data sekunder. Menurut analisis didapat kinerja Simpang Pesanggaran tahun 2021 diperoleh tingkat pelayanan semua jam puncak adalah F. Kinerja Simpang Pesanggaran tanpa adanya underpass (tahun 2024) tingkat pelayanan pada semua jam puncak adalah F. Kinerja Simpang Pesanggaran tahun 2024 apabila underpass telah terbangun tingkat pelayanan adalah B. Manfaat ditinjau dari Penghematan Biaya Pemakai Jalan berupa penghematan BOK dan nilai waktu dalam setahun Rp. 98.921.927.800 pada tahun 2024. Besarnya perkiraan biaya untuk rencana pembangunan underpass Pesanggaran adalah sebesar Rp. 421.895.392,500 terbagi dalam biaya pembebasan lahan dan konstruksi. Analisis kelayakan ekonomi dengan tingkat suku bunga sebesar 12%, 15%, dan 18% diperoleh nilai NPV Positif, BCR >1, dan IRR > i. Dari hasil analisis sensitivitas menggunakan tiga suku bunga bank, diperoleh hasil bahwa proyek sensitif terhadap perubahan.

Analisis Karakteristik Campuran Laston Menggunakan Material Perkerasan Jalan Lama Dengan Peremaja Limbah Minyak Goreng I Nyoman Arya Thanaya, ME., PhD; I Made Agus Ariawan; I Putu Chandra Wibawa
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 28, Nomor 2, DESEMBER 2022
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/mkts.v28i2.48137

One alternative way to reduce the use of natural aggregate and asphalt is the use of recycled materials of old road pavement or Reclaimed Asphalt Pavement (RAP). The asphalt within the RAP generally had become stiffer due to ageing, therefore it needs to be mixed with a rejuvenating agent. An alternative organic oil-based refining agent that can be used for rejuvenating rigid asphalt is Waste Cooking Oil (WCO). The purpose of this study is to analyze the characteristics of asphalt mixtures at Optimum Bitumen Content (OBC) and at best WCO content. The asphalt mixture manufacturing method used was Marshall Method. The variation of RAP materials was 25% and 50%, with added aggregate material to meet the ideal mid gradation. For each variation of RAP content, was produced mixtures with variation of of 2%, 4%, 6%, 8%, and 10% (by weight of total asphalt) where for each of those variation of RAP with variations of WCO rejuvinating materials, were made asphalt content variation of 5%; 5.5%; 6%; 6.5%; and 7%, then the OBC was determined. For the mixture with 50% RAP, the OBC was 6.3%, with best result on 8% WCO. On misture with 25% RAP the OBC was 6.2%, with best result on 4% WCO. The Marshall characteristics met the specifications. The mixture of 50% RAP with 8% WCO has lower stiffness and deformation resistance, however the performance of this mixtre was good enough on fatigue test.

Title

Found 21 Documents
Search

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Title Search

Found 21 Documents Search

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Title

Found 21 Documents
Search