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Jurnal Teknik Sipil dan Teknologi Konstruksi

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Published by Universitas Teuku Umar

ISSN : 24775258 EISSN : 2502051X DOI : -

Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Mechanical Engineering Transportation

Jurnal Teknik Sipil dan Teknologi Konstruksi ini merupakan jurnal yang terbit setiap dua (2) tahun sekali, yaitu Bulan April dan Bulan Oktober. RuangLingkup ilmu yang dapat masuk pada jurnal ini ialah Struktur, Material, Sumber Daya Air, Manajemen dan Transportasi. Artikel yang diterbitkan dalam jurnal ini dire-view oleh para reviewer yang telah berpengalaman. Jurnal Teknik Sipil dan Teknologi Konstruksi ini sangat membantu para pembaca dan penulis untuk mengembangkan keilmuannya.

Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur

Articles 206 Documents

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Pengaruh Abu Cangkang Kemiri Sebagai Substitusi Agregat Halus (Filler) Terhadap Campuran Lapisan AC-WC Zainal Safariska; Febrina Dian Kurniasari
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Along with the increasing development, there is also an increasing need for basic materials for road pavement construction, so that it is guided to look for other alternatives using available natural resources, to overcome these problems, research is conducted to find alternative asphalt mix materials with various components of waste, one of which the intended component of waste is candlenut shell waste. This study aims to determine the effect of the substitution of the use of hazelnut shell ash as a substitute for filler on the AC-WC layer concrete asphalt mixture. With the addition of candlenut ash starting from 25%, 50%, and 100%. This study refers to the 2010 Revised 3 Bina Marga Specifications. The results showed that the addition of candlenut ash can improve the value of stability. In general, the characteristic value that meets the requirements of Bina Marga (2014) is found in the composition of 25% of the hazelnut shell filler at asphalt content 6.50%, VIM value 3.70%, VMA 19.49%, flow 3.30 mm and stability namely 1541.70 kg.Keywords: Filler, Candlenut Ash, Mixed Characteristics, Stability

FAKTOR PENENTUAN LOKASI PERUMAHAN DENGAN METODE AHP DI KABUPATEN LAMONGAN Hammam Rofiqi Agustapraja; Siti Aminatur Rosidah
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Housing is a very important requirement for the community. The need for housing is increasing. The choice of housing is influenced by many factors, one of which is housing location. In this case, the influence of the location of housing on the Developer is analyzed. Housing location factors have the greatest influence in terms of property project development. This study conducted by a survey as well as distributing questionnaires to respondents registered in Public Housing and Settlements. The data analysis used is the AHP (Analytic Hierarchy Process) method. The results of this study indicate that the most important indicator land prices, environmental atmosphere or environmental conditions that are in the location of the housing, licensing and homeownership loans. Then from the dominant factors that influence the decision of the developer, namely from the aspect of land prices of 100%, from the aspect of the environmental atmosphere by 80%, from the licensing aspect by 50%, and from the aspect of KPR (Public housing loans), by 40%, then from the aspect of road conditions, trade and services by 20% and in terms of aspects of the market segment at 10%.Keyword : Housing Factor, Determination, AHP Method, Location of Housing

ANALISA PEMAKAIAN ALAT BERAT EXCAVATOR DENGAN STRAIGHT LINE DAN REDUCING CHARGE METHOD Bambang Tripoli; Dian Febrianti; Musliadi Musliadi
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 4, No 2 (2018): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

PT. Gramita Eka Saroja, which is engaged in providing construction services in Meulaboh, West Aceh Regency, has heavy equipment that requires initial investment and a significant operating cost. Technically the existing equipment can still be operated and be able to produce, but it is economically unprofitable. In the case of the issues raised by this study, it is closely related to the estimated cost of owning an excavator heavy equipment so that the company can overcome the problems related to the use of the tool by determining the depreciation and economic value of the tool. Based on the explanation, the problem and the objective of this research are how much the cost of owning costs must be calculated as long as the equipment is operated from new (purchase) in 2007 to 2018 with the economic life of the excavator heavy equipment is 11 years of use, if it is considered depreciating based on the straight-line method and the depreciation method decreases every year. Based on the calculation of depreciation per year by the straight-line method of Rp. 38,636,364 per year, with working hours Rp. 100,000 per hour / year. In the method of a balanced reduction in depreciation in 2007 Rp. 100,413,223 and in 2018 amounting to Rp. 20,059,008, while the total value of the year produced Rp. 95,764,463 with a 2007 book value of Rp. 187,471,826 and in 2018 amounting to Rp. 8,705,860 with a book value (residual value per year) Rp. 100,413,223. Bank, insurance and tax interest rates are Rp. 18,953 per hour.Keywords: excavator, owning cost, depreciation, economic life.

PEMANFAATAN BATU GUNUNG BOTTOMALE TORAJA UTARA SEBAGAI CAMPURAN LASTON Rachman, Rais
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Mount Bottomale is located in the District Tondon, South Sulawesi Province which is an area that has a source of material in the form of mountain rocks. The material contained in this mountain is very potential with a considerable amount in supporting the development of the main road construction in the area. Access road to the material collection can be traversed by using two-wheeled and four-wheeled vehicles, although the access road to the location there are still some road damage. This study aims to examine the use of rock material Bottomale Mountain, as a mixture of Laston for AC-WC and AC-BC, with testing conducted on the characteristics of the material with asphalt content variation of 5%, 5.25% 5.5%, 5 , 75%, 6%, 6.25% and 6.5%. Tests conducted on Marshall Conventional and Marshall Immertion. The results of the study show the use of the material of Mount Bottomalefor AC-WC with asphalt content of 6.5% and AC-BC with asphalt content of 5%, resistant to deformation of traffic loads and not changing shape, pavement is not easily cracked because it is not rigid, does not easily occur bleeding, waterproof, has a high durability and is able to prevent wear due to the influence of traffic, the influence of weather and temperature changes during the life of the planKeywords: Utilization, Bottomale, AC-WC, AC-BC.

STUDY KELAYAKAN INVESTASI ALAT BERAT PADA INDUSTRI JASA KONTRUKSI JALAN Edi Mawardi; Zakia Zakia; Bambang Tripoli
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

weight is very important in a construction work. The advantage of using heavy equipment is that it can get the job done faster. The use of heavy equipment that is not right will cause losses in terms of time, technical, and cost. For this purpose the feasibility of investing in heavy equipment is very necessary. A precise and complete analysis of operating costs for the heavy equipment will help the company to make decisions, especially in financial terms. The purpose of this study is to determine the feasibility of heavy equipment investment in the road construction industry. analysis of heavy equipment operating costs, and knowing good machine handling. Cost analysis on heavy equipment, is expected to provide benefits that can be feasible to invest in heavy equipment in the construction services industry. This research was carried out on the Project for Improvement of the Alun-Alun Suka Makmue Road-Phase II Eastern Ring Road, located in the Regency Nagan Raya. This study uses a qualitative method with a descriptive approach, namely research that tries to tell a solution to problems based on data that will be obtained in the field. This study uses a qualitative method with a descriptive approach, namely research that tries to tell a solution to problems based on data that will be obtained in the field. 738. per hour, motor grader Rp. 572,401 per hour, roller vibrator Rp. 499,735 per hour and water tanker truck Rp. 348,859 per hour. Whereas the economic age calculation is obtained for excavators, namely NVP = - Rp. 336. 421,545 <0 unfeasible, motor graders ie NVP = - Rp. 284. 7095,627 <0 unfeasible, vibrator roller NVP = Rp. 41,266,203> 0 feasible investment and water tanker truck that is NVP = Rp. 29,677,392> 0 feasible investment. The results show that excavator and motor grader heavy equipment has not yet returned capital, while for heavy equipment vibrator rollers and water tankers have returned capital. So for heavy equipment vibrator rollers and water tanker trucks are feasible to be replaced with a new device.Keywords: Heavy Equipment, Investment Feasibility and Operating Costs.

STRATEGI PENGEMBANGAN TRANSPORTASI UMUM DI KOTA MEULABOH DENGAN METODE ANALISIS SWOT Rita Fazlina; Veranita veranita
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 4, No 2 (2018): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Transport is the activity of moving goods from one place to another where the activities pertaining to the transportation system an important role for every region. Meulaboh City are in the growth stage due to high urbanization rate of rapid economic growth. This has implications for the needs of the population in making be increasing to any movement. Until now, the means of public transport of passengers that already exist in Meulaboh City only public transportation for students. The absence of public transport is a particular concern that needs to be analyzed the causes of the absence of mass public transportation in Meulaboh City, the analysis is based on public perception of the needs of urban public transport. To be able answering the problems of transport in The Meulaboh City, conducted research using descriptive Qualitative Methods. This method is based on qualitative methods will be used to reinforce the assumptions of the data obtained. Units are observed as how the public perception of urban transport, judging from public demand for urban transportation, thus having known the public perception, it can be formulated in a form of Transportation system desired by the people in Meulaboh and then determined the public transport development plans carried out by SWOT analysis to collecting internal and external factors related into the public transportation system in Meulaboh City. Keywords--Transport, Public transport urban, Transportation Need, Urban Communities, Planning Transportation Systems.

Pengaruh Subtitusi Agregat Buatan (Beton DaurUlang) Terhadap Kuat Tekan Beton Normal Andi Yusra; Lissa Opirina
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 5, No 1 (2019): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Berkembangnya pembangunan menyebabkan kebutuhan material konstruksi meningkat. Daur ulang material dapat menjadi salah satu alternatif karena mengurangi pemakaian material alam. Konstruksi dengan agregat daur ulang merupakan konstruksi yang ramah lingkungan. Penelitian ini menggunakan beton daur ulang dan kerak boiler. Beton daur ulang yang digunakan lolos saringan 19,1 mm, sedangkan kerak boiler yang digunakan 15% dari berat semen dengan lolos saringan no.200. Variasi persentase beton daur ulang terhadap berat agregat kasar (coarse aggregate), 25%, 50%, 75%, 100% dan dibuat beton dengan penggunaan 0% beton daur ulang sebagai beton perbanding. Mutu beton rencana 30 MPa pada umur 28 hari. Berat beton tanpa beton daur ulang (0%) ialah 12,430 kg, penggunaan 25% beton daur ulang adalah 12,419 kg, penggunaan 50% beton daur ulang adalah 12,245 kg, penggunaan 75% beton daur ulang adalah 12,131 kg dan penggunaan 100% beton daur ulang adalah 12,106 kg. Pengujian kuat tekan rata-rata beton silinder dengan penggunaan 0% beton daur ulang sebagai substitusi diperoleh kuat tekan 30,007 MPa, penggunaan 25% beton daur ulang adalah 23,213 MPa, penggunaan 50% beton daur ulang adalah 26,799 MPa, penggunaan 75% beton daur ulang adalah 16,419 MPa dan penggunaan 100% beton daur ulang adalah 20,382 MPa. Secara keseluruhan dapat dilihat bahwa pengaruh penggunaan beton daur ulang sebagai substitusi agregat kasar serta penambahan kerak boiler terhadap kuat tekan beton mengalami penurunan kuat tekan pada 25%, 50%, 75% dan 100% penggunaan beton daur ulang sebesar 22,642%, 10,692%, 45,283% dan 32,075%. Dari hasil penelitian menunjukkan persentase berat optimum penggunaan beton daur ulang 50% dalam campuran beton diperoleh kuat tekan sebesar 26,799 MPa. Berdasarkan SNI 03-6468-2000 beton dengan penggunaan beton daur ulang dengan penambahan kerak boiler pada pengujian umur 28 hari dapat digunakan untuk keperluan struktur bangunan, karena kuat tekan yang diperoleh berada di antara 12,5 – 40 MPa. Pola retak yang terjadi ada dua tipe pola retakyaitu pada penambahan beton daur ulang 0%, 25%, 50% diperoleh pola retak geser (shear) dan pada penambahan 75% dan 100% diperoleh pola retak (columnar).Kata kunci : Beton daur ulang, Kerak Boiler dan Kuat Tekan Beton Normal.

Analisis Produktivitas Pekerja Dengan Konsep Value Stream Mapping Pada Pekerjaan Kolom dan Balok Elizar Elizar
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Labor productivity is an important part of various construction planning to project schedule, quality and cost. Planning project schedules without specifying worker productivity allows a mismatch of duration and group workers' plans for realization. productivity, it is expected to reduce ineffective time and in accordance with the schedule of construction implementation activities.The aim of this study is to know of the labor productivity with approavh value stream mapping. work flow system during construction, analyse labor productivity in the implementation of construction projects and formulate conformity.The results of the research at the Riau High Prosecutor's Project indicate that the average productivity for reinforcing work in the column is 32,314 kg / hour with an average index value of workers of 1,616. The workmanship of column formwork obtained results in an average productivity of 18,184 m2 / hour with an average value of labour index of 0,909 while for column casting work the results showed an average productivity of 21,695 m3 / hour with an average value of labour index of 0,915. In the construction of beam and plate construction the average value of productivity was 20.736 kg / hour with an average index value of 1.037. The workmanship of beam and plate formwork obtained an average yield of 22,256 m2 / hour with an average index value of 1,113 and casting work on beams and plates obtained an average value of productivity of 21,081 m3 / hour with an average index value of 0,964.Keywords—Productivity, Labor, Value, Stream, Mapping

Tinjauan Hambatan Samping Antara SMA Methodist dan SDN 20 Kota Banda Aceh Bunyamin Bunyamin
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 1 (2020): Jurnal Teknik Sipil dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Pocut Baren Street was a commercial area, and there were several educational facilities where the traffic lane was used every day. In addition, it was also due to the unavailability of parking lots, so many vehicles parked on the roadside and caused traffic jams. The aim was to study and analyze the side barriers to the performance of the Pocut Baren road section between SMA Methodist and SDN 20 Banda Aceh consisting of traffic volume (Q), side barriers (SCF), capacity (C), and degree of saturation (DS). This research was conducted for 3 days, Monday, Friday and Sunday at peak hours in the morning, afternoon and evening starting from 07.00 - 8.00, 08.00 - 09.00, 12.00-13.00, 13.00-14.00, 15.00-16.00 and 17.00 - 18.00 WIB. The method used was Indonesian Road Capacity Manual (MKJI) 1997. The results showed that the level of service on Monday afternoon with Q = 1866.40 pcu / hour, SCF = 591.9 (H), C = 2349 pcu / hour, and DS = 0.79 was in the D category (near unstable currents). Friday morning, Q = 1789.95 pcu / hour, SCF = 511.6 (H), C = 2349 pcu / hour, and DS = 0.76 included in the D category (near unstable current). On Sunday afternoon, Q = 1719.50 pcu / hour, SCF = 466.4 (M), C = 2349 pcu / hour, and DS = 0.73 including the category C (stable current). Side barriers increased very high due to traffic volume if not controlled by The Government immediately.Keywords— Side barriers, capacity, performance of the Pocut Baren road, degree of saturation

ANALISA TINGKAT LAYANAN JALAN MENGGUNAKAN METODE STANDAR PELAYANAN MINIMAL (SPM) Meidia Refiyanni; Cut Suciatina Silvia
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 5, No 1 (2019): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Road service assessments need to be carried out periodically both structurally and non-structurally. The minimum servant standard (SPM) of the road is a measure of the road that must be implemented by the government that the road can be operated in accordance with the standards mandated by government regulations. The purpose of this research was to find out the level of service performance of the road network in Suak Indrapuri - Lapang and to see road connectivity in Johan Pahlawan District, West Aceh. The evaluation results on the three road routes in Johan Pahlawan District showed that the accomplishment of SPM from accessibility aspects on route I was 0.148, route II was 0.133 and on route III 0.140 that it show did not meet the SPM standard for road network performance <1.50. While the accomplishment of SPM from the aspect of mobility on route I was 0.099, route II 0.089 and on route III 0.094 that it show did not meet the SPM standard for road network performance <1.0. The application of SPM accomplishment from the aspect of accidents on route I 1,354, route II 1,507 and on route III 1,434 which shows that it has met the SPM standard for road network performance <2. The evaluation results of the SPM for road services have good road conditions which the SPM standard for road services of at least 60%. The evaluation results showed that on route I was 66.290%, route II was 66.292%. and on route III 66.259%. Realization of accomplishment of SPM connectivity up to 2018 47.62%, so the need for realization of accomplishment of regional connectivity SPM until 2019 can be achieved 100%. Keywords: SPM road network, road section, service level.

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Andrisman Satria

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andrismansatria@utu.ac.id

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+6285260758733

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