cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Hanie Teki Tjendani
Contact Email
hanie@untag-sby.ac.id
Phone
+62811312484
Journal Mail Official
jspts@untag-sby.ac.id
Editorial Address
Jln. Semolowaru No 45 Surabaya, 60118, Indonesia
Location
Kota surabaya,
Jawa timur
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 4 No 1 (2023)" : 5 Documents clear
ANALISIS PERBANDINGAN BIAYA DAN WAKTU FLEXIBLE PAVEMENT DENGAN CAKAR AYAM MODIFIKASI PADA JALAN SEKAR PUTIH KOTA MOJOKERTO
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 4 No 1 (2023)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Mojokerto is the main supporting city for the capital of East Java Province. The city is experiencing very rapid development as seen from the local revenue which has increased every year. The city of Mojokerto is one of the areas included in the Surabaya metropolitan area, namely Gerbangkertosusila. Currently, there is the Surabaya - Mojokerto Toll Road, which is often called the SUMO Toll Road. As is the case with Sekar Putih Street in Mojokerto City, this road is an alternative road that connects the Mojokerto city area with Mojokerto district if there is congestion in the Mojokerto city area, especially the Mojokerto bay pass road, then this route will be used as an alternative road with heavy vehicles passing by on this road. But the problem is that Jalan Sekar Putih has poor soil carrying capacity, so the road is often damaged and bleeds quickly, so the city government often has to carry out repairs/maintenance on Jalan Sekar Putih. So it is necessary to do a study by comparing the types of construction that are efficient with the Velue Engineering Method between Flexible Pavement structures and Modified Chicken Claws (results from VE) which are used to solve problems on the Sekarputih road in Mojokerto City.The results of the analysis of cost requirements and their maintenance costs are more efficient. Modified Chicken Claws and time for the construction of the Modified Chicken Claw system are 11.11% more efficient than Flexible Pavement construction.written in Indonesian and English with the following qualifications: 1 paragraph, spaced 1, font size 11 pt, Cambria 250 – 300 words. Abstract contains the background of the research, objectives, research methods, conclusions and contributions of researchers in scientific field.
PENGENDALIAN WAKTU DAN BIAYA (COST/SCHEDULE CONTROL SYSTEM CRITERIA) PADA PROYEK PEMBANGUNAN LAPANGAN FUTSAL DI AKADEMI TEKNIK DAN KESELAMATAN PENERBANGAN SURABAYA
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 4 No 1 (2023)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The success of a project cannot be separated from a series of activities which include the stages of planning, implementation and supervision. In the implementation of a project can experience delays, acceleration, or on time according to the schedule of the project plan. This research takes a case study of a futsal field construction project with a duration of 14 weeks. The purpose of this research is to determine the cost and time performance as well as to control the achievement of project completion in accordance with the specified time with the addition of manpower. This study uses the Earned Value Concept method to control project costs and schedules. This method provides information on Cost Variance, Schedule Variance, Cost Performance Index, and Schedule Performance Index for a project in a reporting period. From this method, information is also obtained on the prediction of the amount of costs and the length of time for the completion of all work based on performance indicators when reporting. From the results of the analysis at the end of the review week in week 9, it shows that the costs incurred are lower than the budgeted costs and the implementation time is slower than the planned schedule as indicated by the value of CPI = 1,216 (CPI > 1) and SPI = 0.598 (SPI < 1). The results of the calculation of the estimated final project cost of Rp. 503,278,428 is less than the budget of Rp. 612,000,000 with an estimated completion time of 135 days which means slower than the planned 106 days while the remaining project completion time is 43 days. To control the late project so that the project can be completed according to a predetermined schedule plan, it is necessary to allocate labor: 35 workers, 4 masons, 10 welders, 8 mild steel workers, 2 plumbers, 2 plumbers, carpet fitters. 7 people, 23 painters, 11 electricians, 5 head builders, 2 foremen
Analisis Perbandingan Biaya dan Waktu Pekerjaan Precast Beton Hexagonal Dengan Bahan Timbunan di Container Yard Banjarmasin
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 4 No 1 (2023)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Trisakti Terminal, Port of Banjarmasin Branch, South Kalimantan is a busy terminal among the ten other terminals managed by PT. Pelabuhan Indonesia III (Persero) Kalimantan Regional which serves general cargo and dry bulk goods both domestically and internationally. The planning of road surface elevation and container yards depends on the type of soil and the type of structure to be built on it. So that the type of construction to be built must be adapted to the conditions and properties of the soil. The purpose of this study is to compare the construction of hexagonal precast concrete with embankment materials 1). In order to find out the comparison of construction costs to get efficient, 2). In order to know the comparison of faster implementation time, 3). In order to find out the type of construction on the strength of the structure based on applicable regulations, the research method used in the structural analysis of SAP 2000 version 14 for the analysis of hexagonal precast concrete structures while for the analysis of the embankment material structure uses the regulations of the Directorate General of Highways, Department of Public Works 1992 and to find out costs construction and time are used for unit price analysis by calculating the production capacity of hexagonal precast concrete construction and backfill materials, the results of the analysis are made in a ratio of 1). Construction cost per m², 2). Time ratio for carrying out special work on road surface elevation and container yards. After the analysis was carried out, the results showed that 1). The cost of hexagonal precast construction is 9% more efficient than embankment construction, 2), Hexagonal precast concrete construction is 12% faster than embankment construction.
Analisis Risiko Pada Proyek Konstruksi Pembangunan Gedung Negara Imigrasi Kelas III Non TPI Di Kota Kediri dengan Menggunakan Metode House Of Risk
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 4 No 1 (2023)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Risk analysis is important in government-funded projects. This research was conducted to determine the risks faced in the construction project of the Non-TPI Class III Immigration State Building in Kediri City. The purpose of this study is to determine the impact of risk by identifying it at the implementation stage, and analyzing risk responses in order to reduce risk. The data analysis used in this study is an analysis using the House of Risk method. Besides that, Mean Analysis and Frequency Analysis will also be used. After processing the data at the house of risk phase 1, 7 priority risk agents were obtained, namely poor project management, poor coordination with the owner, work safety regulations, wrong or incomplete designs, lack of contractor supervision of subcontractors, decreased quality of workers There are 11 priority treatment strategies. The priority of the handling strategy is securing the project location, choosing a competent PM, imposing sanctions on those who violate it, making working drawings, holding frequent meetings, making work implementation schedules, changing work methods to make them faster, accelerating resource procurement, monitoring the performance of subcontractors, implementing K3, and the stock of materials is multiplied.
Analisis Perhitungan dan Pengendalian Mutu Pekerjaan Beton Pada Pembangunan Gedung PD Panca Karya Ambon
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 4 No 1 (2023)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Engineering and quality control of concrete work is carried out to measure and monitor variations in the composition of the mixture as well as measure and monitor work activities that will affect the strength and homogeneity of concrete as well as the construction of privately owned buildings such as the PD Panca Karya Ambon Building must also meet predetermined requirements the. The operational work in question is batching, mixing, placing, curing, and testing. The need to monitor concrete quality is not only to ensure concrete meets technical standards but also for economic reasons. If a low level of control is exercised, it will result in a higher standard deviation, so a higher average strength must be achieved, which of course requires more cement. Supervision of concrete work must be carried out at all stages of work from the initial work to the final work in the form of mixed tests.

Page 1 of 1 | Total Record : 5

 1 

Filter by Year

2023 2023


Reset
Filter By Issues
All Issue Vol. 6 No. 2 (2025) Vol 6 No 1 (2025) Vol 5 No 2 (2024) Vol 4 No 1 (2023) Vol 3 No 2 (2022) Vol 3 No 1 (2022) Vol 2 No 02 (2021) Vol 2 No 01 (2021) Vol 1 No 01 (2019)