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INDONESIA
Jurnal Teknik Sipil
Published by Universitas Kristen Petra Surabaya
ISSN : -     EISSN : -     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Arjuna Subject : -
Articles 10 Documents
 1 
Search results for , issue "Vol 6, No 1 (2017)" : 10 Documents clear
EFISIENSI PENGALIRAN JARINGAN IRIGASI MALAKA (STUDI KASUS DAERAH IRIGASI MALAKA KIRI) Bunganaen, Wilhelmus; Ramang, Ruslan; Raya, Lucya L.M.
Jurnal Teknik Sipil Vol 6, No 1 (2017)
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Abstract

Irrigation efficiency is defined as ratio between the total of water supplied is reduced water losses with the total supplied. Irrigation water losses that occurs during water supplying mainly caused by seepage in wet canal section, evaporation (generally insignificant) and operational losses dependent on irrigation water management system. The purposes of this research is to analyze the magnitude of the efficiency of Irrigation network in Malaka. This research is done on the primary, secondary and tertiary canal. The efficiency of Malaka irrigation network is analyzed by the method of water discharge in – water discharge out. The data used in this analysis is the primary data such as flow rate data by current meter for primary and secondary canal and flow rate data by a float for tertiary canal. In addition to the primary data also used secondary data from the nearest Climatological Stasiun. The results of analysis, water losses caused by evaporation is very insignificant, so water losses is caused by physical canal factors with smallest water loss occurred at BBKi.1outflow-BBKi.2inflow canal is 3,541% and most of loss that occured at BNM.6outflow-BNM.7inflow canal is 0.066 m3/sec. The average efficiency of the whole network of irrigation at Malaka Kiri 84.371% with primary canal efficiency is 90.343%, and secondary canal efficiency is 82.878%.
FAKTOR-FAKTOR KETERLAMBATAN PROYEK JALAN RAYA DI KOTA KUPANG BERDASARKAN PERSEPSI STAKEHOLDER Ramang, Ruslan; Frans, John H.; Djahamouw, Putri D. K.
Jurnal Teknik Sipil Vol 6, No 1 (2017)
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Abstract

Development of road infrastructure in Kupang city today has been a concern and the priority of the government in order to support the acceleration of the economy in the Kupang city.However, the problems that occurred in the project implementation is incomplete highway projects in a timely, cost and quality that has been set.The purpose of this study was to determine the weighting of the factors that cause delays in the completion of a highway project according to perception of stakeholder and a model of the delay in the completion of a highway project in Kupang city.Data analysis technique using Microsoft Excelto obtain a weighting of the delay factors of each respondents, andusing Factor Analysis method to obtain the model of delay factors. From the results of analysis show that the main factor causing the delay of highway project in Kupang city according to respondents of contractor is a delay provision of heavy equipment factor with a percentage of 4.64%, then according to respondents of consultant is design error factor with a percentage of 4.81%, and then according to respondents of Dinas PU is scarcity of material required with a percentage of 4.53%. The result gained models of delays interpreted that project management factors ( F1) provide the most impact on delay in the completion of a highway project in Kupang city that is equal to 13.187%.
KINERJA TERMINAL BELLO KUPANG BERDASARKAN KONDISI LALU LINTAS PADA TERMINAL BAYANGAN PEREMPATAN JALUR 40 SIKUMANA-BELLO Frans, John H.; Utomo, Sudiyo; Nubatonis, Marisa N.
Jurnal Teknik Sipil Vol 6, No 1 (2017)
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Abstract

Review performance needs to be done because during the last several years, the terminal is not work well,so that people have difficulty to get any transportation for their activities. This research was conducted to find out the feasibility of terminal according the terminal clasification that is Type C,physical performance based on the traffic condition in terminal bayangan, the satisfaction of the customer and the strategy to be implementedto make the terminal work properly.From the result of the feasibility analysis can be concluded that Terminal Bello is quite feasibility to be classified as type C terminal with score equal to 58,93%.The result of physicalperformance analyzes was unsatiesfied yet since from the whole aspect only the location and waiting time that meet the criteria, whereasthe performance considered unsatisfactory which has been evaluated from the road user perception werethe public transportation service and sanitation, from the driver perception were road condition, passengers, information system, parking area, garrage and the regulation of passengers allocation by route. The interview’s result by SWOT quadrant matrix show that Terminal Bello belongs to IV quadrant which means that the terminal is poor to face any big challenge ahead so that the proper strategy needed isminimize weaknesses to avoid threats better
DAMPAK KEBERADAAN LIPPO PLAZA TERHADAP KINERJA LALU LINTAS DI RUAS JALAN VETERAN KOTA KUPANG Bolla, Margareth E.; Udiana, I Made; Utama, Andi A.A.W.
Jurnal Teknik Sipil Vol 6, No 1 (2017)
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Abstract

This research aimed at measuring level of performance in the form of service capacity at Veteran St., as it was affected by the existence of Lipo Plaza. The affect of the business center on service capacity of some sections of roads would be expressed in the comparisons of traffic volume, traffic capacity and degree of saturation (DS) before its existence, to the same after it had existed. Result of analysis in this research showed that there was a change in traffic volume, either increasing or decreasing. Increase of traffic volume occurred at segment of Veteran St., Patung Kirab area, Nostalgia Park area, Ina Bo’I, W.R. Monginsidi St., and Perintis Kemerdekaan St., each in value of 81.5 pmu/h, 35.97 pmu/h, 17.41 pmu/h, 8.83 pmu/h and 38.94 pmu/h respectively; whereas decrease of the same occurred at road segment to the back of Ruko Oebobo, in the value of 1.37 pmu/h. Service level of Veteran St. was proved to be still adequate despite the dercrease of DS at Veteran St., Patung Kirab area, Nostalgia Park area, Ina Boi, W.R. Monginsidi St, and Perintis Kemerdekaan St., each in the value of 4.05%, 2.07%, 0.75% 0.34% and 2.86 respectively. There was still location with decreasing DS that is the segment of road to the back of Ruko Oebobo, namely 0.13%. Observation also showed that there exists potency for traffic jam, therefore measures for prevention was recommended, such as installing warning traffic-light at intersection of Veteran St., Nostalia Park and Ruko Oebobo, and temporary road separator at Veteran St. These could as well prevent traffic crash at conflict points.
PENGARUH SUHU CURING BETON TERHADAP KUAT TEKAN BETON Mooy, Merzy; Simatupang, Partogi H.; Frans, John H.
Jurnal Teknik Sipil Vol 6, No 1 (2017)
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Abstract

Concrete is mostly used in the world of construction due to cheap price and easy implementation. However extensive knowledge is required about the quality of basic materials, ways of making, curingto increase concrete function to be more leverage.The purpose of this study is to know about the effect of curing temperature to concrete compressive strengthand which one of curing temperature that produce the optimal compressive strength, compressive strength by elevated temperature curing time 28 days that projected by long cycle steam curing method and maturity method, also the compressive strength rate ratio by normal curing temperature, low and elevated curing temperature.Based on the calculation of the results obtainedthe effect of curing temperature to average concrete compressive strength by normal curing temperature 29 °C is 23,85 MPa, low curing temperature -10 °C is 26,29 MPa, and elevated curing temperature in the oven 87,5 °C is 31,80 MPa so that the most optimal concrete compressive strength is by elevated curing temperature. The concrete compressive strength that projected by long cycle steam curing method and maturity method is 27,06 MPa. The compressive strength rate ratio by normal, low and elevated curing temperature is 0,85 : 0,94 : 1,14
PENGGUNAAN PASIR WEOL SEBAGAI BAHAN CAMPURAN MORTAR DAN BETON STRUKTURAL Kadimas, Irenius O.R; Pah, Jusuf J.S.; Bella, Rosmiyati A.
Jurnal Teknik Sipil Vol 6, No 1 (2017)
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Abstract

Concrete is formed from a mixture of water, cement, sand and coarse aggregate. The quality of sand affects the quality of the concrete. Weol sand is aggregate in the subdistrict Ruteng, Manggarai district, which is used by people for mortar and non-structural concrete. This is because the location of which is closer than the other sand. This study aims to determine the compressive strength of mortar and concrete using Weol sand.The method of implementation refers to the SNI 03-2834-2000 (BSN 2000) about Manufacturing Process Plan Mixture for Normal Concrete and SNI 03-6825-2002 (BSN 2002b) about The Test Method of Compressive Strength Portland Cement Mortar. The mortar cube has size 5x5x5 with composition 1PC: 2Psr, 1PC: 4Psr, 1PC: 6Psr and 1PC: 8Psr. The diameter and high of cylindrical concrete is 15 cms and 30 cms. Mortar compressive strength testing performed at 3 days, 7 days, 14 days and 28 days while the concrete at 7 days, 14 days and 28 days.The test results show that the compressive strength of mortar using Weol sand for each composition and the compressive strength of concrete using Weol sand for each quality plan is larger than mortar and concrete using Takari sand.
BIAYA KEMACETAN RUAS JALAN KOTA KUPANG DITINJAU DARI SEGI BIAYA OPERASIONAL KENDARAAN Bolla, Margareth E.; Yappy, Ricky A.; Sir, Tri M. W.
Jurnal Teknik Sipil Vol 6, No 1 (2017)
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Abstract

Congestion is one of unresolved problem in the major cities in the world, including in Indonesia. In Kupang City, including at Jend. Sudirman street, congestion happen at peak hours in the morning and afternoon. This study takes the case on two representative points at Sta. 00+750 and Sta. 01+418 and analysis for Vehicle Operating Costs (VOC) have done by per peak hour and then taken the average per point. Calculation of VOC refers to the similarities in Manual BOK 1995 method and LAPI ITB-PT. Jasa Marga method. Furthermore, by selecting the VOC, the largest from the two methods, are used to determine the amount of congestion cost per peak hour per vehicle by using the equation Tzedakis (1980). Based on the analysis, the result of VOC of Jend. Sudirman road is Rp. 8,938,-/hour for motorcycles (MC), Rp. 204,320,- /hour for vehicle car (LV) and Rp. 565,661,- /hour for heavy vehicles (HV), where bad Level of Service (LOS) happen at 6:30 to 7:30 pm, 09:00 to 10:00 am, 12:00 to 13:00 pm and 17:00 to 19:00 pm. In addition, total congestion costs is Rp. 723,241/vehicle/peak hour/trip
KESEIMBANGAN AIR (WATER BALANCE) DI KABUPATEN SABU-RAIJUA Ndoen, Oliver K.; Krisnayanti, Denik S.; Utomo, Sudiyo
Jurnal Teknik Sipil Vol 6, No 1 (2017)
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Abstract

Sabu Raijua is one of districts in East Nusa Tenggara province with dry climate that have annual rainfall about 997 mm/year and including in low grade (
KARAKTERISTIK TEKNIS BETON DAN MORTAR MENGGUNAKAN PASIR BONDO HITAM DAN BONDO MERAH Pagut, Adhytius H.; Karels, Dolly W.; Hunggurami, Elia
Jurnal Teknik Sipil Vol 6, No 1 (2017)
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Abstract

Constructions in East Manggarai and Manggarai use the dunes as fine aggregate material in the manufacture of concrete and mortar. However the properties and characteristic of the sand is scientifically unknown, so it is necessary to do research on the study of the sandstechnical characteristics of concrete and mortar. The constructed by the quality plan: 17.5 MPa, 22.5 MPa, 30 MPa, while the mortar cube was constructed with variation of mix as follows 1Pcc:2Psr, 1Pcc:4Psr, 1Pcc:6Psr, 1Pcc:8Psr. The concrete strength test results demonstrate that the compressive strength of concrete using Bondo black and red sand ishigher for all quality of planned concrete, with the compressive strength as follows 19.08 MPa, 23.38 MPa, 31.65 MPa, 19.87 MPa, 24.91 MPa,32.10 MPa, compared to the concrete using Takari sand with the compressive strength only reached 18.74 MPa, 23.04 MPa, 31.14 MPa. Compressive strength test of mortar using Bondo black and red sand showed a higher strength with the compressive strength respectively as follows 33.44 MPa, 28.64 MPa, 25.20 MPa, 12.80 MPa, 34.32 MPa, 29.60 MPa, 26.24 MPa, 13.68 MPa, compared to the mortar using Takari sand which only reached 31.68 MPa, 28.08 MPa, 23.44 MPa, 10.96 MPa.
PERENCANAAN DRAINASE KOTA SEBA Krisnayanti, Denik S.; Hunggurami, Elia; Dhima-Wea, Kristina N.
Jurnal Teknik Sipil Vol 6, No 1 (2017)
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Abstract

Drainage aims to drain the water from an area that comes from rain water and waste water, in order to avoid excessive inundation. The purpose of this study is planned drainage system in the city of Seba to drain water during the rainy season to prevent inundation of rainfall that is too big. The drainage zone divided into 4 zone based one the contour and the water canal that would be canalized. The divided zone also based on Seba Region RDTR (2011). Based on the calculation of the results obtained by the rectangular canal as many as 44 canals and a trapezoid shape as many as 21 canals. Canal base width (b) the average for the rectangular-shaped canal is 0.80 m, while the trapezoidal canal average of 0.50 m. The width of the surface of the trapezoidal canal average of 0.65 m. Planning drainage canals adapted to existing research data canals at the sites. There are 12 canal base width of the canal remains were taken from the existing canal data, while existing canals steeper modified according to plan based on the calculation of flood discharge plan

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