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Kota bandar lampung,
Lampung
INDONESIA
Jurnal Rekayasa Sipil dan Desain
Published by Universitas Lampung
ISSN : 23030011     EISSN : 27150690     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Arjuna Subject : -
Articles 545 Documents
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Pengaruh Suhu Tumbukan pada Campuran Aspal Beton dengan Jenis Lapis AC-WC Gradasi Halus Wahyudi, Wahyudi; Pratomo, Priyo; Ali, Hadi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 3 No. 2 (2015): Edisi Juni 2015
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v3i2.465

Abstract

This study was conducted to determine the effect of temperature on the Marshall parameterscompaction to mix AC - WC subtle gradations central limit. Optimum Asphalt Content Value(KAO) in the study sought to use 15 samples and done in the laboratory of Highway University ofLampung. From the analysis of the Marshall parameters obtained KAO mixture is 5.7%. Marshallparameter data retrieval is done twice trials, each experiment using 2x24 samples with the sametreatment for each experiment. Compaction temperature is 120 o C-155 o C is reviewed by varasi5 o C.From the results of experiments that have been conducted, Marshall parameter valuesobtained in experiment 1 and experiment 2 is not too much different. In general, the Stability,Flow, VMA and VFA qualify specifications bina marga 2010, the MQ does not meet thespecifications of 135 o C or lower temperatures and VIM value does not meet the specifications of130 o C or lower temperatures.Based on the tendency of marshall parameter values obtained fromexperiment 1 and experiment 2 indicate that the data obtained from these experiments hasparticularly a small false possibility.Keywords: AC-WC, KAO, Marshall parameter, temperature compaction,
Efek Pengaruh  Temperatur Pemadatan Pada Campuran Untuk Perkerasan Lapis Aus Sugiarto, Ponco; Pratomo, Priyo; Sulistyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 4 No. 3 (2016): Edisi September 2016
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v4i3.467

Abstract

AbstractThe development of globalization in various sectors such as the economy, education, tourism and technology so fast up to now and will continue to grow, it must be supported by the rapid and safe transportation for the community. Happens a lot of road damage caused by compaction at a temperature that does not fit. This study was conducted to determine the effect of temperature on the value of the parameter marshall compaction. This recent research conducted in the Highway Laboratory, Civil Engineering, Lampung University. The study began by testing the quality of the material is asphalt and aggregate. After doing research the quality of asphalt followed by the manufacture of test specimens for value Optimum Asphalt Content. KAO value for the lower limit is 6.8% and for middle limit is 5.7%, after the obtained value KAO followed by the manufacture of the specimen at a solidification temperature variations. Variations in temperature used is 100oC, 115oC, 130oC, 145oC and 160oC. Based on these results it can be concluded that the solidification temperature greatly affects the value of the parameter marshall marshall The value parameter will affect the quality of the road, so the quality of the roads can be said to be safe and comfortable or not.Keywords: Temperature Effect, Compaction, KAO, Marshall Parameter  AbstrakPerkembangan era globalisasi di berbagai sektor , misalnya sektor ekonomi, pendidikan, pariwisata dan teknologi yang begitu pesat hingga sekarang dan akan terus berkembang, hal ini mesti didukung oleh transportasi yang cepat dan aman bagi masyarakat. Terjadi banyak kerusakan jalan yang disebabkan oleh pemadatan pada suhu yang tidak sesuai. Penelitian ini dilakukan untuk mengetahui pengaruh suhu pemadatan terhadap nilai parameter marshall ..Penelian ini dilakukan di laboratorium jalan raya teknik sipil universitas lampung. Penelitian dimulai dengan pengujian kualitas bahan yaitu aspal dan agregat. Setelah dilakukan penelitian kualitas aspal dilanjutkan dengan pembuatan benda uji untuk mencari nilai Kadar Aspal Optimum. Nilai KAO untuk batas bawah adalah 6,8% dan untuk batas tengah adalah 5,7%, setelah didapat nilai KAO dilanjutkan dengan pembuatan benda uji dengan variasi suhu pemadatan. Variasi suhu yang digunakan adalah 100oC ,115oC,130oC,145oC,dan 160oC. Berdasarkan hasil penelitian ini dapat disimpulkan bahwa suhu pemadatan sangat mempengaruhi nilai parameter marshall .nilai parameter marshall akan berpengaruh terhadap kualitas jalan ,sehingga kualitas jalan dapat dikatakan aman dan nyaman atau tidak. Kata kunci : pengaruh suhu, pemadatan, KAO, parameter marshall
Identifikasi Jenis Kerusakan Pada Perkerasan Kaku (Studi Kasus Ruas Jalan Soekarno-Hatta Bandar Lampung) Susanto, Muhammad; Putra, Sasana; Diana, I Wayan
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 4 No. 3 (2016): Edisi September 2016
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v4i3.468

Abstract

Bandar Lampung is one city that has a road network for the distribution of goods and services (national activities), ie at the Soekarno-Hatta Bandar Lampung. So that existing transport movement is strongly influenced by the existing pavement conditions on roads Soekarno-Hatta Bandar Lampung. In addition, the road pavement conditions also have an impact on the smooth traffic and safety as well as comfort for road users. This study aims to determine the type of damage and the value of the condition on the rigid pavement on roads Soekarno-Hatta Bandar Lampung along with solutions and workarounds. The method used for the assessment is the Pavement Condition Index (PCI). Based on study results, note the condition of rigid pavement on the road Soekarno-Hatta Bandar Lampung, namely: segment 1 = 79.50 (very good), segment 2 = 74.00 (very good), segment 3 = 76.92 (very good) , segment 4 = 83.88 (very good), segment 5 = 94.89 (perfect), segment 6 = 93.56 (perfect), segment 7 = 91.04 (perfect), segment 8 = 83.54 (very good), segment 10 = 92.17 (perfect), the segment 11 = 61.25 (good), the segment 12 = 77.71 (very good), the segment 13 = 88.41 (perfect) and the segment 14 = 84.52 (very good). Despite the rigid pavement condition index is still in good condition category even perfect, but at some point there is a sample unit has a PCI value <55 (fair). Based on the PCI, the treatment needs to be done only in the form of micro handling for each type of damage.. Keywords : distress type, severity level, PCI
Pengaruh Resin Epoksi Terhadap Mortar Polimer Ditinjau dari Kuat Tekan, Kuat Tarik Belah, Daya Serap Air dan Scanning Electron Microscope Arif, Joksan; Husni, Hasti Riakara; Sebayang, Surya
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 3 No. 3 (2015): Edisi September 2015
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v3i3.469

Abstract

Polymer mortar is a material formed through the process of building a composite concrete andbuilding polymers. Polymer mortar development efforts have been conducted in developedcountries. Until now the development of polymer mortar is still underway to reduce the use of thesemen, in order to anticipate the global warming. One of them is by using a polymer adhesivecement replacement material so produced a powerful mortal in a shorter time.On research was created mortal polymers without cement, fine aggregate and epoxy resin as thebinder of concrete. The composition of the raw materials of polymer mortar made with acomparison between aggregate and epoxy resins, with her blend of 20%, 25% .30%, 35%, 40% (%of the total weight of the aggregate). Mortar has been mold then dried in an oven at a temperatureof 600 C for 24 hours. Parameters measured include: water absorption, compressian strength,tensile strength, and microstructure analysis using a Scanning Electron Microscope (SEM). Theobservations suggest that the optimum condition of polymer mortar obtained on composition: 65%of the aggregate (aggregate) and 35% epoxy resin (% of weight of fine aggregate). In this state ofpolymer mortar characteristics obtained as follows: water absorption = 3,57%, compressianstrength = 6.80 MPa, and tensile strength = 1.75 Mpa. The microstructure of the polymer concreteanalyzed using SEM. Result showed that pore size distribution was uneven, and wisps of epoxyresin ≤ 30 μm.Keywords: compressian strength, tensile strength, water absorption, Scanning ElectronMicroscopy (SEM), polymer mortal.
Studi Kekuatan Pasangan Batu Bata Pasca Pembakaran Menggunakan Bahan Additive Zeolit Fernanda, Aldy; Iswan, Iswan; Setyanto, Setyanto
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 3 No. 3 (2015): Edisi September 2015
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v3i3.470

Abstract

In this research the reseacher used the worst material of soil with additive materials named theash of bagasse in purpose to utilize the waste and to increase the strength of the bricks so that itcan produce cheap bricks with good quality that can be an alternative for bricks industries.Soil samples were tested in this study is derived from the silt soil region Nyunyai road,Kec.Rajabasa. Variations in the levels of the mixture used is 6%, 8%, 10%, and 12% and dryingfor 7 days, with burning treatment and without burning treatment. Based on the results of physicalexamination native land, USCS classify soil samples as fine-grained soil and belong to the CLgroup.The results showed that the brick-making post-combustion using zeolite mixture meets theIndonesian National Standard (SNI) bricks for building materials. In general, the addition ofzeolite material in the soil reduces the value of the density of the soil mixture. For the compressivestrength of bricks without combustion and combustion processes are best shown in the addition ofa mixture of 10%-12%.Keywords: Bricks, silt soil, zeolite, compressive strength
Studi Pengaruh Penambahan Bahan Additive TX-300 Terhadap Kuat Tekan Batu Bata Pasca Pembakaran Bintang, Alhadi Pratama; Setyanto, Setyanto; Adha, Idharmahadi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 3 No. 3 (2015): Edisi September 2015
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v3i3.471

Abstract

Along with the rise of civil construction such as housing or settlements, also increase the demandfor bricks. To be able to meet the needs of these bricks, brick production must be increased. Notonly an increase in production should be done, but the increase in terms of quantity and in termsof quality also needs to be done. One way to do is to add an additional mixture to the compositionof the brickyardIn this study used clay and additional materials TX-300 which has a variety of levels of 0.6 ml, 0.9ml, 1.2 ml and 1.5 ml with the purpose to improving the quality of the bricks, as well as comparingstrong press bricks by modifying the combustion time. Soil samples tested in this study is claywhich derived from Nyunyai street, Rajabasa, Bandar Lampung. Variations of burning time is usedfor one day, two days and three days.After doing research, from the fourth level, the compressive strength maximum average post-combustion bricks are at a level of 1.5 ml with a burning for two days. The compressive strengthvalue of 46.01 kg / cm2. This is due to the greater levels of TX-300, the greater the compressivestrength value, besides the most optimum burning time is for 2 days, this was due to theevaporation of water contained in the most optimum bricks are burning for two days.Keywords: Bricks, Clay, TX-300, Compressive Strenght
Perencanaan Moda Transprtasi Umum Rute Stasiun Tanjung Karang – Bandara Radin Inten II Lampung Selatan Nazori, Azizi; Heriyanto, Dwi; Sulistiyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 3 No. 3 (2015): Edisi September 2015
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v3i3.472

Abstract

This study consisted of two phases, namely collecting primary datas required, such as passengercharacteristics, choice of transport modes, flight datas, the number of passengers on certainperiod of time, distance and travel time from the Tanjung Karang Station to Radin Inten II SouthLampung Airport. Then analyze it with some methods that are used as conclusion parameters.This study uses several parameters used as reference for the planned mode of transportationplanning, i.e. the percentage of the characteristics and mode choice questionnaire results,multinomial logistic, simple linear regression, and performance planning mode of transportationof the plan.From the analysis of the datas percentage of the number of passengers with journey from BandarLampung origin who have the willingness to switch to the planned mode of transportationamounted to 96.67% or 72.75% of total passenger aircraft. The approximate number ofpassengers who will use public transport development plan based on the number of passengers 5years ie in 2019 amounted to 3,057 people per day. Planned modes of transportation wereplanned start the movement from 05.00 am to 07.00 pm with a departure time between busvulnerable for 15 minutes. As for the trip Radin Inten II Airport South Lampung - Tanjung KarangStation planned start movement from 07.00 am to 09.00 pm with a departure time of 15 minutesvulnerable. Based on the results of the processing of survey data obtained estimates of the numberof passengers in 2019 as many as 27 passengers per trip. Therefore it is required the type oftransport that meet these criteria are buses with a capacity of 35 passengers or so-called mediumbus. Performance planning public transportation based on the results of the questionnaire surveydata processing and some suggestions of passenger aircraft with the results of the servicefrequency of 4 veh / hour, 15-minute headway time, load factor of 77.14%, cycle time of 150minutes, the vehicle needs a number 12 vehicles, vehicle mileage per day amounted to 282 km,traveling speed of not more than 100 km / hour, mileage per trip of 23.5 km.Keywords: Radin Inten II Airport Lampung Selatan, Tanjung Karang Station, transportationplanning, public transportation, Performance Planning Public Transportation.
Studi Optimalisasi Fasilitas Parkir di Fakultas Kedokteran (FK) serta Fakultas matematika dan Ilmu Pengetahuan Alam (FMIPA) Universitas Lampung Putra, Rolan Ardeka; Sulistyorini, Rahayu; Sebayang, Syukur
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 3 No. 3 (2015): Edisi September 2015
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v3i3.473

Abstract

University of Lampung (Unila) is the only one state university in Lampung. There are severalparking areas scattered in each faculty which serves as the campus facilities. The purpose of thisstudy is to find solutions for handling the parking problems in faculty of medicine(FK) andFaculty Mathematics and Natural Sciences (FMIPA) Unila.This study consisted of two phases, which collects parking data, such as a vehicle license platenumber, time of entry and exit of vehicle, and then analyze it with some formula that is used as aparameter conclusion. Some of these parameters are accumulation of vehicle parking, parkingindex, duration of parking, parking capacity, as well as parking turnover rate (PTO).From the analysis conclude that motorcycle parking area at FK can accommodate vehicleparking. While in the existing car parking area can't accommodate parking of vehicles. Then inFMIPA motorcycle parking area can also accommodate parking of the vehicles, whereas theexisting car parking area can't accommodate the vehicles parking neatly. As a solution of theparking problem, we will make plans of car parking area at the FK that can accommodate parkingof car vehicles in both faculties.Keywords : FK, FMIPA, parking index, parking duration , parking capacity, PTO
Analisis Struktur Gedung POP Hotel Terhadap Beban Gempa Dengan Metode Pushover Analysis Arifin, Zainal; Suyadi, Suyadi; Sebayang, Surya
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 3 No. 3 (2015): Edisi September 2015
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v3i3.474

Abstract

In a fact, the development of Indonesian building codes demand higher design earthquake load.This condition generates the need for retrofitting in existing building that was design with olderbuilding codes, in purpose to acquire the safe building performance. The significant load increaseshown in the latest building code (SNI 1726-2012) gives the urgency to perform seismic riskasessment and retrofit design for this building.Seismic risk of the building is determined from the performance level through static non-linearanalysis (pushover) based on the design earthquake of the new code (SNI 1726-2012). This resultmeans that the damage control performance level, unless retrofitting is performed on each of thedeficient element.Keywords : SNI 1726-2012, pushover, damage control, load of earthquake.
Pengaruh Hambatan Samping Terhadap Kinerja Lalu Lintas Jalan Nasional (Studi Kasus Jalan Proklamator Raya – Pasar Bandarjaya Plaza) Syaputra, Randy; Sebayang, Syukur; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 3 No. 3 (2015): Edisi September 2015
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v3i3.475

Abstract

The high value of side friction on the road cause a decrease in performance of the road. Theamount of side friction affects the capasity and speed of ride vehicles. The aim of this research wasto analize the factors that affect the performance degredation of traffic condition on some sidefriction and determine planning solutions to improve the traffic performance.This research are obtained by doing survey of traffic volume (LHR) to see the density of vehicles,then surveys the side friction to see the influence of interference and spot speed surveys bothdistrubed and undistrubed side friction. This research doing in 500 meters in a market segment ofBandarjaya Plaza. Next calculation use the Manual Capasity of Indonesian Road in 1997 for theOutside Urban Road.Based on calculation, then obtained the highest value of the degree of saturation of 1,01 to lineBandarjaya with a volume of vehicles by 1395 pcu/hours, while the capacity of road only 1384pcu/hours. It is indicate the state of the roads is very saturated, so that the necessary repairs theroad performance. The highest level of side friction affecting road performance degredation in theform of vehicles in and out the side road area, so it made procurement solutions median crossingthe road in an attempt to eliminate the vehicle.Keywords : side friction, traffic volume, national road

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