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The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning)
Published by Universitas Syiah Kuala
ISSN : 26207567     EISSN : 26151340     DOI : 10.24815/jarsp.v3i1.16372
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning) is a peer-reviewed journal published four times a year (March, June, September, and December) that publishes reviewed articles which contribute new results in all areas of the Civil Engineering and Planning. The journal is devoted to the publication of high quality papers on theoretical and practical aspects of Civil Engineering and Planning. The aim of this journal is to bring together researchers and practitioners from academia and industry to focus on Civil Engineering and Planning advancements and establishing new collaborations in these areas. Theoretical papers, practice-oriented papers including case studies, state-of-the-art reviews are all welcomed and encouraged for the advance of science and engineering in Civil Engineering and Planning. All submissions must describe original research, currently under review or not published for another conference or journal.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 201 Documents
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MANFAAT EKONOMI PEMBANGUNAN RUAS JALAN SIMPANG LAMIE – KUALA TUHA DITINJAU DARI ASPEK PRODUCER SURPLUS Eddy Priatno; Sugiarto Sugiarto; Muhammad Isya
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 3 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i3.16642

Abstract

The policy of Nagan Raya District Government to develop the Lamie - Kuala Tuha provincial road section aims to shorten travel time, reduce high mobility, facilitate travel, and support the movement of the plantation and agricultural sectors. This study aims to determine the magnitude of the benefits obtained from the producer surplus aspect in the plantation sector, agricultural sector and livestock sector and to evaluate economic feasibility based on Benefit Cost Ratio (BCR), Net Present Value (NPV), and Internal Rate of Return (IRR) . This research was conducted by collecting data related to the budget, wages, the Nagan Raya Regency Spatial Planning Book, the area of land and the production of the agricultural sector, the area of land and production of the plantation sector, and the amount and price of cattle. Data is processed by producer surplus method in the transportation economy, namely evaluating economic feasibility with BCR, NPV, IRR indicators. The results of this study indicate that the construction of the Lamie - Kuala Tuha Road in the 24th (twenty four) year or the 20th (twenty) year since the road was opened has met economic feasibility standards at a discount rate of 10, 12 and 15 percent with a value BCR 1.85, 1.54 and 1.15, NPV value of Rp. 64,828,481,000, Rp. 35,422,332,000 and Rp. 8,322,171,000. The IRR value obtained in this study is at the discount rate of 16.44 percent.
PERENCANAAN LAJUR KHUSUS SEPEDA MOTOR PADA RUANG HENTI KHUSUS TERHADAP TINGKAT PELAYANAN SIMPANG BERSINYAL JAMBO TAPE Muammar Fahmi; Sugiarto Sugiarto; Renni Anggraini
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 3 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i3.16714

Abstract

Special Stopping Space(RHK) is one of the facilities for motorcycles to stop at intersections during the red phase. RHK functions to separate motorbikes from other vehicles and is expected to reduce the obstacles that come from motorbikes. This Special Stop Room has been tested on a limited scale to support motorbike movement at signaled intersections in major cities in Indonesia. So far RHK at the Jambo Tape intersection has not been optimally functioning because there are still many motorcycle that cannot enter RHK. Therefore, this study aims to determine the level of service on Jambo Tape Intersection. The research was carried out using the simulation method using VISSIM software. The advantage of VISSIM is that it can model simulations in the form of video and get the value of the queue length and the value of time delay just by inputting the data of vehicles passing through the intersection. Traffic volume data is taken on Monday and Wednesday with direct observations in the field. RHK is considered unable to function optimally because there are still many motorbikes that cannot enter RHK. The closure of access (RHK) by four-wheeled vehicles is one of the reasons. Therefore, this study aims to plan the dimensions of motorcycle lanes in Special Stop Space (RHK), and analyze the effect of the level of crossing services using VISSIM software simulation . The advantage of VISSIM is that it can model simulations in the form of video and get the value of the queue length and the value of time delay just by inputting the data of vehicles passing through the intersection. In this study, a survey was conducted to obtain traffic volume, local and geometric velocity. The highest length of the Queue is at arm C, which is on T. Hasan Dek road at 163.36 m. The highest vehicle average delay is 132.119 seconds, the service level category F is greater than 80 seconds. By applying a special route to RHK, the highest volume occurred on Jalan T. Nyak Arief with the existing volume on the T. Nyak Arief road arm at 437 to 520 two-wheeled vehicles / Hour on RHK conditions using motorcycle lanes.   
PENINGKATAN KINERJA RUAS JALAN DENGAN PENGURANGAN HAMBATAN SAMPING PADA RUAS JALAN GAJAH MADA MEULABOH KAB. ACEH BARAT Faisal Arif; Muhammad Isya; Renni Anggraini
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 4 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i4.16722

Abstract

Gajah Mada street is the main street of Meulaboh City, which serves traffic from or to Banda Aceh City. In the Gajah Mada street area, there are offices, educational facilities and public hospital facilities, and there are also trade centers such as supermarkets, restaurants and coffee shops. This emerges an impact in the form of decreasing the level of service (LOS) on the street, because it triggers side barriers. This study aims to determine the level of service on the Gajah Mada street section and provide an alternative treatment in maintaining the level of street service on these streets. From the processing of data obtained the results of degree of saturation (DS) for three days of observation for each direction of the Gajah Mada street. In the direction of the Kisran intersection – Rudeng intersection, DS on Monday at 0,47, DS on Thursday at 0,55 and DS on Saturday at 0,48. As for the direction of the Rundeng intersection – Kisaran intersection, DS on Monday is 0.44, DS on Thursday is 0,49 and DS on Saturday is 0,45. From the results of data analysis, the level of service obtained in both directions of Gajah Mada is on LOS C. Thus the performance of the Gajah Mada street still qualifies for urban streets. Alternative handling to increase LOS on Gajah Mada street can be done with a side obstacle reduction scenario, with this scenario it can reduce the degree of saturation from 0,55 in the existing condition to 0,27 under conditions after handling. So that in this condition the service level of Gajah Mada is on LOS A
Analisis Kinerja Pelayanan Air Bersih PDAM Tirta Daroy Kota Banda Aceh Haiqal Haiqal; Azmeri Azmeri; Eldina Fatimah
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 3 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i3.16643

Abstract

Perusahaan Daerah Air Minum (PDAM) is a business entitiy owned by the Aceh government which has business scope in managing drinking water and managing fresh water facilities to improve the welfare of the city citizens.. PDAM Tirta Daroy is an agency that serves the drinking and fresh water distribution for Banda Aceh city, in the 2017 PDAM Tirta Daroy has achieved “Health” status woth value 3,11 which is ranked 130 out of 378 PDAM assessed throughout Indonesia. Even though PDAM Tirta Daroy has achieved health status there are still customers who complaint receiving distribution of fresh water with very disssapointing quality so that the analyses study of fresh water is needed for the PDAM Tirta Daroy in 2018. The problem in this study is how the performance of PDAM Tirta Daroy fresh water services in 2018. The purpose of this study is to determine the performance of PDAM Tirta Daroy against the fresh water supply system in Banda aceh city and PDAM Tirta Daroy strategy in improving performance related to the current fresh water services. The research methodology initially began with the collecting the primary and secondary data, the interviews results are written descriptively in accordance with the activities that occur. After conducting primary and secondary data in 2018 data then processed using Balance Scorecard and SWOT analysis. The results of this study is to find out the value of PDAM performance based on the 4 aspects of Balanced Scorecard which are financial aspects, services, operational, and Human resources aspects, and the PDAM Tirta Daroy strategy in an effort to improve the problems of fresh water services in Banda Aceh city.  
ANALISIS SATUAN RODA DUA (SRD) DI SIMPANG BERSINYAL JAMBO TAPE Rosa Sajida; Sugiarto Sugiarto; Yusria Darma
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 4 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i4.16715

Abstract

Many cities in Indonesia both small towns and big cities, the transportation system is dominated by motorcycle. The ownership of motorbikes has increased significantly in many cities due to their high mobility and affordable prices. The Increasing motorcycle users will make a major contribution to the traffic congestion on the highway; this makes motorbikes dominate traffic in the city. From previous studies the composition of vehicles in the Jambo Tape intersection was seen from traffic conditions consisting mostly of 70% motorcycle (MC), the larger the size of the vehicle, the more larger the proportion of a vehicle in a traffic flow The dominance of motorbikes in saturation flow at intersections it make motorbikes are considered as the basic vehicle for traffic flow. In Banda Aceh, especially in the Jambo Tape signal intersection, there is a mixed traffic flow which is dominated by two-wheeled vehicles. Then the movement of the traffic flow is not moving in one line (indiscipline lane), even the driver often makes lane changing or overtaking. The purpose of this study is to determine the equivalent value of two-wheeled vehicle at Jambo Tape signal intersection, also comparing the result of field observation analysis with EMP values, the saturate flow in previous research, and MKJI 1997. The research method used in this study is multiple linear regressions. The result obtained from this study is the new EMP value, for motorcycle (MC) 0,17; heavy vehicle (HV) 2,08 and rickshaw (RS) 1,3 and for the ERD value is light vehicle (LV) 5,97, heavy vehicle (HV) 12,41 and for the rickshaw (RS) 7,77. Furthermore, for the analysis the currents of saturated flow, two models were obtained, for the first model by not using constants is S0 = 488 We and for the second model that using constants is S0 = 1029 + 347 We
PENGARUH KRIB TERHADAP KECEPATAN ALIRAN PADA SUNGAI KRUENG ACEH Sari Rezeki; Eldina Fatimah; Masimin Masimin
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 4 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i4.16726

Abstract

Krueng Aceh River is one of the rivers that has a large discharge crossing two administrative regions, namely Banda Aceh City and Aceh Besar District. One of the problems in Krueng Aceh river, precisely around the area of Pango fly over towards the downstream area is the high flow speed distribution at the turn of the river. The impact of the bridge pillar on the river turn results in changes in the cross section of the river endangering the public facilities in front of it. Based on this analysis, it is necessary to control and secure the river, namely by placing the Groyne. The purpose of this study is to obtain a speed distribution that occurs from placing Groyne construction. The methodology used in this study with hydrodynamic numerical modeling approach is by using the Surface Water Modeling System program (SMS 11.2). Calibrating with the parameter n = 0.025 has obtained an absolute error value of 0.039 in cross 1 and 0.051 in cross 2. Based on the analysis of 20 scenarios with 7 m and 9 m distance variations, 5-unit and 3-unit Groyne variations, and the variations in perpendicular angle and 10°, 30° (degrees) towards the downstream and the upstream area, as well as the flow speed with the same number of Groyne and distance variations, the result shows that (V7 m V9 m à 5 unit) and (V7 m V9 m à 3 unit). The simulation results show that the more the number of Groyne there are, the more negative the impact on the downstream area becomes, the more narrow the Groyne, the higher the flow speed value increases. From the 20 scenarios, we obtained a Groyne scenario that is in accordance with the field conditions, namely the Groyne scenario with a distance of 7 m, 3-unit cribs, and a Groyne placement angle of 30° towards upstream area (GUb3L7). The result of the velocity distribution observation shows that the scenario of GUb3L7 Existing (without pillars)
KAJIAN STANDAR PELAYANAN MINIMAL (SPM) BIDANG JALAN DI KABUPATEN NAGAN RAYA Hendra Elfriadi; Sugiarto Sugiarto; Irin Caisarina
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 3 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i3.16644

Abstract

As one of the district that engage on the agriculture and plantation sector, Nagan Raya needs to be supported the facilities and infrastructure correspondingly, quality of transportation, and appropiate in MSS that mobility of goods and services can run smoothly. Anonymous (2015) had been defining of the planned local activity center ( LAC), regional activity center (RAC), Environment service center ( ESC), and classification of system network road. The purpose of this research are to evaluate the  practice MSS of road field in Nagan Raya, to specify MSS of road field based on connectivity indicator between region that accordance with SP in Nagan Raya, and also to evaluate fulfillment Minimum Service Standard of road field based on presentation indicator of road condition level in Nagan Raya. This reasearch conducted with collecting the datas that are Hamlet Neighbour book in Nagan Raya, condition data, and DFAA. The use of connectivity MSS on 2015 in Padang Rubek - Lueng Baro is 91,29 percent, Babussalam – Lueng Baro is 91, 78 percent, and Alue Bilie – Lueng Baro is 90,4 percent. The value of roadcondition by made the survey of road condition with visual method categorized at good (B), and medium (S) with each amount are 90,78 percent, and 9,22 percent. The value of road condition by made the survey of specific road condition categorized at good in the amount is 96, 51 percent, medium in the amount is 1,94 percent, and lightly damaged in the amount is 1,55 percent. The compliance of road field in Nagan Raya by made survey of specific road condition in the amount is 164,10 percent, meanwhile on the survey of road condition in visual method in the amount is 166,67 percent
PERILAKU GESER BALOK BETON BERTULANG MUTU TINGGI DENGAN VARIASI FLY ASH BATU BARA, PASIR POZZOLAN DAN BONGKAHAN CANGKANG SAWIT Cut Fatmawati; Teuku Budi Aulia; Muttaqin Muttaqin
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 4 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i4.16717

Abstract

The utilization of high strength concrete particularly on construction is an option in structural elements. High Strength Concrete (BMT) is a compressive strength exceeding 6000 psi or 41 MPa. High quality concrete can be obtained by mixing superplasticizers (high range water reducers) and cementitious mineral additives in the form of fly ash, pozzofume (super fly ash), and microscopy (silicafume). In this study, it will used the substitution of cement material using coal fly ash, fly ash pozzolan sand and palm shell ash fly ash, fine aggregates using pozzolan sand, coarse aggregates palm shell. The aim of this study is to compare the shear behavior of normal high quality reinforced concrete beams and beams with the addition of material substitution. The high quality reinforced concrete beam specimens were designed to experience shear failure by strengthening the bending area. Reinforced concrete beam specimens of beam size 150 mm x 300 mm x 2200 mm with shear reinforcement diameter 6 mm (fy) 423.46 MPa, compressive reinforcement 16 mm (fy) 412.39 MPa and tensile reinforcement 19 mm (fy) 462, 24 MPa. The beam specimen is pure flexural tensile strength with a size of 150 mm x 150 mm x 600 mm and a cylindrical specimen with a diameter of 150 mm x 300 mm in height. The magnitude of the flexural tensile strength for BMT-N with f cc = 44.4 MPa is 4.5, and for BMT-FBPP with f cc = 51.04 MPa which is 5.35 with FAS 0.3. The results of the two beams experienced shear failure, with a comparison of laboratory and theoretical shear capacity of 2,292 BMT-N with a maximum load of 27,200 MPa, BMT-FBPP 1,720 with a maximum load of 21,410 MPa. The values of deflection and ductility tend to decrease in BMT-FBPP beams which are equal to 19.780% and 6%.
PENGARUH JUMLAH KRIB TIPE ZIGZAG TERHADAP KECEPATAN ALIRAN PADA SUNGAI KRUENG ACEH Suryati Suryati; Eldina Fatimah; Masimin Masimin
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 4 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i4.16727

Abstract

The velocity at the inner turns of the Krueng Aceh river which is ± 100 meters from the Pango Bridge results in the collapse of river banks and endangers public facilities. For this reason, it is necessary to design a construction to protect the river bank. One of the alternatives is to use groyne construction. This study simulated the gropozag type groyne as an alternative form of groyne to be installed in the field. The aim of the study is to see the effect of gropozag type groyne on the river speed using the Surfacewater Modeling System (SMS) program to predict the direction of flow after the installation of the crib. Calibration is performed by determining the relative error value using velocity measurement data. This study uses gropozag groyne type with a length of 2,47 m (6 % B), 3 perpendicular groyne formation placements with an inclination of 10o,20o and 30o towards the upstream and the downstream area in 2 variations, namely 5-unit groynes and 3-unit groynes. The results shows that the RMA2 model obtained results that are close to the measurement value, where the value of the relative error obtained is 7.74% in cross 1 and 6.27% in cross 2. The lengthwise analysis of maximum velocity of 5-unit groynes shows that the maximum velocity occurs at V3 of 4,029 m/sec in the KRA5 formation (10o inclined to downstream of 5 units). Maximum speed of 3-unit groynes at V3 with KTA3 formation (3 perpendicular units) is 3,612 m/s. The number of groynes installed also affects the velocity of the simulation results. The velocity of the 5-unit groynes series is greater than that of the 3-unit groynes series.
IDENTIFIKASI POLA ALIRAN DI SEKITAR DAERAH GENANGAN BANJIR Indra Satria; Azmeri Azmeri; Yulia Hayati
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 3 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i3.16646

Abstract

Johan Pahlawan Sub-district especially Leuhan Village and Blang Beurandang Village is a residential area that was hit by a flood inundation. Rainfall intensity and flow pattern conditions cause inundation. Puddles result in physical damage to home components and cause a number of losses, with varying levels of inundation and water levels. This analysis study was conducted with the aim of identifying the condition of the pattern of drainage flow around the flood inundation area. The research approach is in the form of quantitative and qualitative research. Identification results obtained: The pattern of land flow and drainage in the form of flow direction is in accordance with the topographic conditions of the study area, with channel conditions such as shrubs, constriction and at certain points with conditions of low contoured areas so that inundation is prone to improvements such as maintenance activities and repair.

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