Jurnal REKAYASA dan MANAJEMEN TRANSPORTASI
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PENGARUH ASPEK SOSIAL EKONOMI MASYARAKAT TERHADAP BANGKITAN PERGERAKAN ZONA KECAMATAN DI KOTA PALU
Get PDFPopulation growth increases the need for housing, facilities / infrastructure and transportation. Theexpansion of the city that is not accompanied by the provision of infrastructure could result inproblems, one of them is the transportation problem. This study aims to determine the pattern of trafficmovement and socioeconomic factors that influence the trip generation in the district zones in Palu.Primary Survey conducted by delivering questionnaires to 1449 families residing in the four districtzones namely North Palu, East Palu, West Palu, and South Palu. The results of the questionnaires were tabulated to determine the amount and pattern of trip which were chosen as the independent and the dependent variable, and then analyzed through SPSS-16. Multiple linear regression equation was used to determine the factors that influence the trip generation. The analysis showed that there are three patterns of trip that occurs from each zone district in the city of Palu, i.e. Intra-zone, ekstra-zone, and Internal-External. Socioeconomic factors that influence significantly the trip generation districtzones of North Palu (Ypu), East Palu (Ypt), West Palu, (Ypb) , and South Palu, (Yps) are the number of family members (X1), the number of two-wheeler ownership (X2) and the amount of income (X5).Keyword: Trip generation, Socio-economic aspec
PENGARUH SUHU TERHADAP MODULUS ELASTISITAS DAN ANGKA POISSON BETON ASPAL LAPIS AUS (AC-WC) DENGAN KAPUR SEBAGAI FILLER
Get PDFToday the use filler in asphalt concrete mixes such as AC-WC has done much to improve durability. hydrated lime is the only one.The purpose of this reasearch was to determine theeffect of temperature variation of the modulus of elasticity and Poisson ratio figures asphalt contred wearing course (AC-WC) using hydrated lime as a filler. Variations hydrated lime used inthis reasearch is a variation of the levels of hydrated lime: dust filer 0%, 25% and 50%, and the temperature variation is 20°C, 30°C, 40°C, 50°C, 60°C. The results showed that the higher the test temperature, the diminishing value of modulus of elasticity, but inversely proportional to the number poisson where the higher the test temperature, the higher the number poissonnya, causing the mixture to become more flexible when the load is given. The results showed that the greater the level of lime, the diminishing value of modulus of elasticity, but inversely proportional to the number poisson where greater levels of calcium, the higher the number poissonnya, causing the mixture to become more flexible when the load is given.Keyword: Temperature, Asphalt Concrete wearing course, HydratedLime, Indirect Tensile Strength (IDT-Strength), Modulus of Elasticity, Poisson ratio
STUDI PENGGUNAAN KAPUR SEBAGAI BAHAN ADITIF TERHADAP KARAKTERISTIK CAMPURAN BETON ASPAL LAPIS AUS (AC-WC)
Get PDFAsphalt Concrete Wearing Course (AC-WC) is the layer indirect contact with the wheels of the vehicle that makes this layer is easy damage. The use of additive in Asphalt Concrete Mixtures as AC-WC has often done to improve the durability. One of additional material that has been used is hydrate lime. The aim of this research was to know the effect of using lime as additive on AC-WC characteristics.Variations lime used in this study was 0%, 5%, 10%, 15%, 20%, 25% respectively. Characteristic of AC-WC mixture include stability, flexibility, durability, VIM, VMA, VFB and flow of the mixtures. Test characteristic of the mixtures using Marshall Method.Analysis of the relationships the characteristic of AC-WC mixtures with variations of lime using statistical methods is experiment factorial at 95% confidence level or α= 5%. The result of this study was to found that using lime as additives to effect the characteristic of AC-WC mixtures. Optimum Asphalt Content tends to increase due to increased lime content in the AC-WC. The result also found that the best lime content is 15%, Optimum asphalt content is 6.67% with an increase stability value of 9.75%, durability value of 1.39% and flexibility value of 11.61% when compared to the characteristics of AC-WC mixture without additives lime.Keyword: Lime, Asphalt Concrete Wearing Course (AC-WC
ANALISIS FLUKTUASI ARUS LALU LINTAS KOTA PALU (Studi Kasus: Kota Palu Bagian Barat)
Get PDFTraffic flow is due to the interaction between the system of activities with transport network system inthe form of movement of vehicles on the highway. This type of land use led to a different traffic flowfluctuations every street throughout the day.The purpose of this study was to determine fluctuations in traffic, timing and magnitude of peak hours ,percentage of traffic is covered by long observation of traffic flows.Traffic flow data collection done on location, KH. Wahid Hashym Street, Sis Al Jufri Street andPangeran Diponegoro street, West Palu. The type of data on the study include primary data andsecondary data. The primary data include the volume of data traffic flow on roads. Secondary dataincludes data of road networks, land use maps, maps of the Palu City. The primary data werecollected with a traffic volume survey on Monday – Thursday and Saturday.The result of the study was to found that the secondary arterial road network system, the peak hourson weekdays occurred at 4:00 p.m. to 5:00 p.m. with the traffic flow of 2168 pcu /h, at the weekendoccurred at 08:00 to 09:00 with traffic flow for 2330 pcu/h. At the secondary collector road networksystem, the peak hours on weekdays occur in at 07.00 - 08.00, the traffic flow of 1928 pcu/hour, atthe weekend occurred at 4:00 p.m. to 17:00, the traffic flow of 1638 pcu h.The results of fluctuation analysis of traffic flow on weekdays for a secondary arterial roads was foundthat if the survey was conducted for 16 hours then the time most remains are 6:00 a.m. to 10:00 p.m.,with the volume of traffic is 92% covered. When the survey was conducted for 12 hours then the besttime is 07:00 to 19:00, traffic volume is 73.42% covered. If the volume of traffic surveys carried out for 8hours, the best time is at 11:00 to 19:00, traffic volume data covered is 48.68%.The results on the secondary collector streets on working hours to get that when the traffic volumesurvey for 16 hours then the best time is 06:00 to 22:00 with traffic volume covered 92.34%. . When thesurvey was conducted for 12 hours then the best time is 07:00 to 19:00, traffic volume is 77.02%covered. . If the volume of traffic surveys carried out for 8 hours, the best time is at 07:00 to 15:00,traffic volume data covered is 54.15%
ANALISIS KINERJA RUAS RUAS JALAN UTAMA DI SEKITAR BANDAR UDARA MUTIARA PALU (Studi kasus: Jl. Abd. Rahman Saleh, Jl. Basuki Rahmat, Jl. Dewi Sartika, Jl. Muh. Yamin)
Get PDFThe increasing number of passengers, goods and aircraft traffic flow in each year in Palu MutiaraAirport will have an impact on the performance of the existing road network around its.Movement of traffic from Mutiara airport or to Mutiara airport, will also be a tendancy toincrease, and can overload the road network around the airport.This study aims to determine the network performance of major roads around the Mutiara airportdue to the operation of the airport, especially at peak hours. Research analysis was conductedusing Indosesian Highway Capasity Manual (IHCM-1997).The results of this study indicated that the performance segment of the main roads aroundMutiara airport is still in stable flow conditions and not under conditions of traffic jams. Degree ofSaturation (DS) on each road segment Abdul Rahman Saleh, Dewi Sartika, Basuki Rahmat andMuh.Yamin respectively was 0.14: 0.46: 0.37 and 0.63, with the highest level of service road AbdulRahman Saleh is the way to the level of service A
STUDI PENGARUH PENAMBAHAN ROADCEL-50 TERHADAP KARAKTERISTIK CAMPURAN LAPIS TIPIS BETON ASPAL (HRS-WC)
Get PDFMixture resistance to permanent deformation, heavy traffic and high temperature is the object of theimportant research on pavement materials.The objective of this research is to know the effect of Roadcel-50 to the characteristics of HRS-WCmixture on 0,1%, 0,2%, 0,3% and 0,4% Roadcel-50. Characteristics of HRS-WC using Roadcel-50 that willbe compared with HRS-WC mixture without Roadcel-50. Marshall Testing Methods using to evaluatingthe characteristic of HRS-WC mixture include Stability value of mixture, Durability of mixture, Void ofmixture (VIM, VMA and VFB), Flexibility of mixture (MQ value) and Marhall Immersion value.The result of Marshall test showed that the addition 0,1% to 0,4% Roadcel-50 tend to increaseOptimum Asphalt Content and Marshall Immersion Value of HRS-WC mixture, the addition 0,1% to 0,3%tend to increase stability value of mixture. However, the addition 0,4% Roadcel-50 tend to reduces ofstability value of HRS-WC mixture. While the addition 0,1% to 0,4% Roadcel-50 to the HRS-WC tend toincrease VIM and VMA value of the mixture.Generally, Hot Rolled Sheet Wearing Course (HRS-WC) mixtures with the addition of 0,1% to 0,4%Roadcel-50 gives the best result compared to HRS-WC mixture without Roadcel-50
STUDI KONDISI KECEPATAN OPERASI PADA RUAS JALAN DI DALAM LINGKUNGAN KAMPUS UNIVERSITAS TADULAKO
Get PDFImprovement of roads within the Campus of Tadulako university will have an impact on increasing theoperating speed of traffic. When the speed of operation that occurs well above design speedoperating then the problem of safety of road users in a campus of Tadulako University will be a seriousproblem that the operating speed in the campus need to be evaluated. The purpose of this study wasto evaluate the operational speed conditions that occur on roads within the Campus of TadulakoUniversity.Travel time data collection of traffic on a road segment length on the campus of Tadulako Universityhas been done in the month of December in 2011 for two days. The travel time data used inestimating the speed of traffic data. Determination of speed of operation is based on the 85percentile. Determination of the operating speed based on the Lamm R. et. al. In 1999.The results of research to get several conclusions as follows: roads are good criteria for R1, R3, R4, R5,R6, R7 and R8, fair criteria for R2. The study also found that there is a 50.0% rate exceed V= 35 km/h onroad segment 3 (R3), 45.0% on road segment 5 (R5), 40.0% on each road segment 2 and 6 (R2, R6),20.0% on road segment 1 (R1). The recommended type of speed control is rumble strip, speed humpsand bumps
STUDI KEBUTUHAN ANGKUTAN UMUM PENUMPANG PERKOTAAN DI KOTA PALU (Studi kasus: Trayek Mamboro - Manonda)
Get PDFOne of cause of public transport services is not optimal is the incompatibility between the number ofpublic transport with passenger numbers to be served. Incompatibility of the number of publictransport with the number of passengers served would also affect the income of public transportoperators. The purpose of this study is to estimate the needs of the urban public transport routesMamboro – Manonda, Palu City based on the number of passengers along the route. Primary datacollection survey was conducted in January of 2010 for 3 days at each peak morning, afternoon andevening. Survey of primary data through questionnaires and enumeration of the number ofpassengers. The primary data include the number of passengers up and down along the route, roundtrip time of the public transport, time headway of each the public transport. Secondary data includepath of Mamboro – Manonda route, the number of public transportation of Mamboro – Manondaroute. Methods and standards used in estimating the number of public transportation refer to theTechnical Guidelines for the delivery of the Urban Passenger Transport, 2002, the Ministry ofTransportation, Republic of Indonesia.The results have been found several conclusions as follows: there are differences in the needs ofpublic transport in every peak hour morning, afternoon and evening, number of public transport thatoperates not according to the number of passengers served, increasing the number of publictransport is not required for the next few years
STUDI KARAKTERISTIK PEJALAN KAKI DAN PEMILIHAN JENIS FASILITAS PENYEBERANGAN PEJALAN KAKI DI KOTA PALU (Studi Kasus: Jl. Emmi Saelan Depan Mal Tatura Kota Palu)
Get PDFThere are many roads in urban areas where the concentration is the traffic flow of vehicles andpedestrians. This condition causes the demanding needs of road widening more and more arefound in the area to smooth flow of vehicular traffic. But on the other hand, attention topedestrian safety is often overlooked. This can be seen from the absence of adequatepedestrian facilities such as a lack of pedestrian facilities in the area of the region which is wherethe concentration of pedestrians and vehicles, pavement condition is not good.The purpose of this study was to determine the characteristics of pedestrian facilities and find outa suitable pedestrian crossing on Jl. Emmi Saelan Tatura Mall in front of Palu City. Data volume ofvehicles and pedestrians have been collected through a survey of traffic. Volume of data trafficcarried on Friday, Saturday and Sunday for 6 hours of peak. Data volume of pedestrians crossingthe road is done by observation segment length of 100 m for 6 hours busy.The study found that the characteristics of pedestrians on Jl. Emmi Saelan at Home Mall TaturaPalu, is dominated by pedestrian age group aged 21-61 years (77.14%), dominated by femalesex (74.29%), type of work is dominated by the student / students (42.86%), education level isdominated by SMA (58.57%) and the purpose of the trip was dominated by shopping (60%). Typea suitable crossing facilities at the study sites based on the value of PV2, P and V is the pedestrianbridge. This means that existing pedestrian facilities in accordance with needs
ANALISA BIAYA OPERASI KENDARAAN (BOK) ANGKUTAN UMUM ANTAR KOTA DALAM PROPINSI RUTE PALU - POSO
Get PDFThe interurban public transportation within province is one of many public transportation types used tocarry passengers from one city to another within a province, operated accordingly to the time androute scheduled by a transportation company.The objectives of the research was to find out theamount of the vehicle operational cost (VOC) of the interurban within the province and to find outthe compatibility between the rate set by the government in this periode and the income received bythe public transportation operator or entrepreneur. The research was conducted by colleting primaryand secondary data gathered through some instruments questionnaire and interview surveys towardsthe public transportation entrepreneurs and some related institutions.The result shows that theoperational cost of each vehicle vary according to the vehicle’s brand and production year. Thevehicle operational cost is Rp. 229.372.412/year. And the vehicle operational cost is Rp.184.542.434/year. For the received income, it also varies according to the types of vehicle. For thepublic transportation as much Rp. 92.487.588,-/year. And for the income is as much Rp. 54.917.566,-/year