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INDONESIA
Jurnal Spesialis Teknik Sipil (JSpTS)
Published by Universitas 17 Agustus 1945 Surabaya
ISSN : -     EISSN : 27146227     DOI : https://doi.org/10.30996/jspts.v2i01.7098
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Transportation
Jurnal Spesialis Teknik Sipil (JSpTS), as a medium of communication and dissemination of research results and scientific work in Construction Project Management. Our scope includes Civil Engineering, Risk Management, Value Engineering, Health, Safety, and Environment Management. Jurnal Spesialis Teknik Sipil (JSpTS), sebagai media komunikasi dan diseminasi hasil penelitian dari bidang Ilmu Manajemen Proyek Konstruksi meliputi dan tidak terbatas pada bidang Teknik Sipil, Manajemen Risiko, Rekayasa Biaya, Keselamatan Kesehatan Kerja dan Lingkungan.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 5 Documents
 1 
Search results for , issue "Vol 2 No 01 (2021)" : 5 Documents clear
ANALISIS DAN EVALUASI KINERJA RUAS JALAN KH. MUKMIN DI KABUPATEN SIDOARJO DENGAN METODE MANUAL KAPASITAS JALAN INDONESIA 1997
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 2 No 01 (2021)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (451.518 KB) | DOI: 10.30996/jspts.v2i01.7079

Abstract

Jalan KH Mukmin in Sidoarjo Regency is a secondary connecting road for the cities of Surabaya and Mojokerto and is one of the culinary centers of food, business and education all day long passing through this road section, over time many vehicles pass through this section which results in unstable flow, vehicle queues It is also exacerbated by side climbing such as the number of vehicles coming out of village alleys, parking on street and pedestrians crossing the road. This causes congestion, especially during rush hour. Problems in a KH Mukmin road section are caused by the high volume of traffic because it needs a solution to reduce traffic also to find out how to reduce the volume of traffic on the road in the research year and to know the performance of the KH Mukmin road section after the traffic volume has decreased. The data used in this study are primary data obtained from field surveys and secondary data obtained by the Transportation Agency of Sidoarjo Regency, Bappeda of Sidoarjo Regency, and the Road Transportation Safety Performance Book in Sidoarjo Regency in 2019. The primary data are road geometry data and traffic volume data. obtained by conducting a traffic volume survey for 2 days (11 and 12 November 2019). Secondary data in the form of population data, road network data and road function data. Analysis of road performance using the 1997 Indonesian Road Capacity Manual (MKJI) method with the degree of saturation (DS) as the main indicator of road segment performance. The results of the analysis show the performance of the KH. Believers according to the 1997 MKJI method are 0.86 with a level of D. To improve the performance of the KH Mukmin road in the research year, the solution is to choose the volume of motorcycle traffic to Erlangga road and after diverting the volume of motorcycle traffic to the road Erlangga, the performance of the KH Mukmin road segment increases to 0.64 with a service level of B. volume. The purpose of this study was to determine the performance of the KH. The believer is
ANALISIS BIAYA DAN WAKTU PELAKSANAAN PELEBARAN PERKERASAN JALAN
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 2 No 01 (2021)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (549.185 KB) | DOI: 10.30996/jspts.v2i01.7087

Abstract

Roads are a very important need because they can support several fields in the area, which include the economic, social and tourism fields. In supporting these needs, the DPU. Bina Marga has issued references as guidelines for the implementation of planning, which include 02/M/BM/2013, Pd T-05-2005 and Pt T-01-2002-B. According to the Government Regulation of the Republic of Indonesia No. 34 of 2006 the province has a lane width of at least 7 (seven) meters. The road leading to Bts City Bojonegoro-Pajeng (Bts. Nganjuk Regency) is currently appropriate pavement structure for repairs on Jalan Departemen Bojonegoro–Pajeng (Bts. Nganjuk Regency) (Link 144) Km. B.Goro 6+000 – 10+000 in Bojonegoro Regency is a structure using asphalt concrete pavement (flexible pavement) because it relates to a shorter work execution time of 196 calendar days with a budget of Rp. 11,693,000,000,-. while for rigid pavement (Rigid Pavement) the required time is 306 calendar days with a budget of Rp. 16,485,199,000, - this will risk the project not being completed or breaking the contract, because most APBD projects are single year or only one budget year. So alternative 1 is very possible to implement, with the work item Overlaying the old pavement using flexible asphalt (Flexible pavement) with AC WC 5 cm thick, while for the widening work it is a sub-base layer using Class A Aggregate with a thickness of 30 cm, for asphalt work: asphalt foundation (AC Base) with a thickness of 14.5 Cm, intermediate asphalt (AC BC) with a thickness of 6 Cm medium for the top layer (AC WC) with a thickness of 5 Cm, and it is recommended that in planning laboratory data and other data used must really be implemented because it is the main determinant in planning calculations. only 6 m wide. less than 7 m. Based on the results of the analysis, it can be concluded that the
ANALISIS MANAJEMEN RISIKO TERHADAP PEKERJAAN PRASARANA JALAN PADA PROGRAM PEMBERDAYAAN MASYARAKAT (PRODAMAS PLUS) KOTA KEDIRI
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 2 No 01 (2021)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (608.53 KB) | DOI: 10.30996/jspts.v2i01.7094

Abstract

The Community Empowerment Program Plus or abbreviated as Prodamas Plus is a program from the Kediri City Government for each RT in the Kediri City area, because this program is directly carried out by the community, so various risks arise from the planning stage, implementation to accountability reports, especially in the field of road infrastructure, therefore it is necessary to know the level of the risks that arise in order to facilitate the determination of the right response. The technique for identifying risk uses a literature study, which is then validated by experts and a questionnaire on 30 selected respondents to obtain data on the frequency and impact of risk on a linkert scale. Results of the questionnaire Then a risk analysis was carried out using the Analytical Hierarchy Process (AHP) method. After knowing the dominant risk factors, then a risk response analysis is carried out with expert validation to determine the right response. Of the 33 risk variables, the expert validation results obtained the most dominant risk variable, namely the competence of the companion is not good. Furthermore, from the experts obtained response recommendations for dominant risks, namely preventive strategies by selecting to produce assistants who have the ability in the fields of construction, administration, communication and have a good work ethic and corrective strategies by conducting training to assistants.
Evaluasi Kinerja Kapasitas Akses Pintu Tol Bandarkedungmulyo Jombang (Studi Kasus Simpang 3 Pintu Tol Bandarkedungmulyo Jombang)
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 2 No 01 (2021)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (551.035 KB) | DOI: 10.30996/jspts.v2i01.7096

Abstract

Congestion often occurs at road traffic intersections, especially at intersections at the Bandarkedungmulyo Jombang toll gate. This is due to the large volume of vehicles passing through the intersection. This study aims to find out about the performance of the road network at the 3 toll gate intersection for existing conditions, then analyze the road performance at the 3 toll gate intersection area and determine the appropriate traffic engineering so that it is expected to provide alternative solutions to the problems that occur. In this study, an analysis was carried out to find out the problems that occurred by conducting Road Performance Analysis from Traffic Volume data, reviewed based on Road Capacity, Degree of Saturation, Speed, and Road Service Level. In addition, BOK Vehicle Operational Cost Analysis was carried out. The results of the analysis show that the value of the Degree of Saturation V/C is 0.787 with a delay of 16.17 smp/second, and a minor delay of 60.20 smp/second, and the results of BOK Vehicle Operational Costs which are divided into 5 types of vehicles and groups, including: Goal I = Rp. 7,807,082,185,62 /year, Gol II Rp. 3.208.844.285.08 / year, Goal III = Rp. 8,929,702,224.79 / year, Goal IV = Rp. 1.307.684.578.63/year, Goal V = Rp. 8,924,181,682.37 /year
PENGEMBANGAN STANDAR OPERASIONAL PROSEDUR PADA PROSES MANAJEMEN PEMELIHARAAN DAN PERAWATAN BANGUNAN HIGH RISE BUILDING (STUDI KASUS GEDUNG MIXED USE PRAXIS SURABAYA)
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 2 No 01 (2021)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (370.607 KB) | DOI: 10.30996/jspts.v2i01.7098

Abstract

Building is a physical form of construction work that is integrated with its domicile, partially or wholly located above and/or in the ground and/or water. The building functions as a place for humans to carry out their activities, both for housing or residence, religious activities, business activities, social activities, culture, and special activities. In the process of building maintenance and maintenance management, standard operating procedures are needed to maintain and maintain the reliability of the building. In this case, the role of the building manager or property management is very important in carrying out maintenance and care standards in a building. In the research that has been carried out, there are several deviations in the maintenance and maintenance activities of buildings managed by property management X, building Y, among others in terms of organization, maintenance planning and information and system maintenance. The development of standard operating procedures with the preparation of 13 procedures in building maintenance and maintenance activities is expected to support the running of SOPs in property management X building Y. The estimated operational and maintenance costs for buildings are planned based on the calculation of a single interest rate with the value of bank interest inflation per year. The estimated cost in the first year, which is 2021, the estimated operational and maintenance costs are Rp. 11,468,690,944.17 with an estimated increase in interest rates of 10% per year for the following years. With the development of standard operating procedures in the process of building maintenance and maintenance, it is hoped that the building management can work well in maintaining the reliability of the building.

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