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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 02 (2021)" : 5 Documents clear
PENENTUAN PRIORITAS PEMELIHARAAN JALAN KABUPATEN BERDASARKAN KETERSEDIAAN DANA DAN WAKTU
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 2 No 02 (2021)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (540.564 KB) | DOI: 10.30996/jspts.v2i02.7075

Abstract

Prasarana jalan merupakan sarana dan prasarana publik yang harus dapat dirasakan keberadaannya oleh seluruh lapisan masyarakat maka sebagai konsekuensinya hak penguasaan dan wewenangnya dilakukan oleh pemerintah dan diharapkan setiap daerah mampu mengembangkan sistem penyelenggaraan pelayanan kepada masyarakat yang lebih akomodatif terhadap kebutuhan masyarakat setempat agar prasarana tersebut dapat dirasakan sebaik mungkin maka perlu dibutuhkan pemeliharaan akan prasarana tersebut.Tujuan dari penulisan tesis ini adalah untuk mengidentifikasi tingkat kerusakan jalan untuk menuntukan skala prioritas penanganan dan mengevaluasi, mengestimasi dan merencanakan pekerjaan berdasarkan biaya yang dianggarkan dan waktu dengan metode Methode Analytcal Hierarchy Process. Hasil dari penelitian ini adalah Identifikasi data jaringan dan kerusakan jalan pada ruas-ruas jalan kabupaten di Wilayah Selatan Kabupaten Lamongan untuk mendapatkan penanganan sesuai kebutuhan. Adapun kriteria yang memperoleh prioritas paling tinggi adalah kondisi struktur jalan dengan bobot 61 %, prioritas kedua kriteria kondisi lalu lintas dengan bobot 30 %, dan prioritas ketiga kriteria kondisi jenis perkerasan dengan bobot 0,09 %
ANALISIS BIAYA DAN WAKTU PADA PEMBANGUNAN GEDUNG TRAUMA CENTER DAN INTENSIVE CARE TAHAP IV RSUD DR. SOEDONO MADIUN DENGAN METODE EARNED VALUE
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 2 No 02 (2021)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (614.622 KB)

Abstract

The earned value concept method can be used to analyze performance and estimate the achievement of goals. According to Auzan, et al (2017), there are three indicators in the concept of result value analysis, namely ACWP (Actual Cost of Work Performed) which is the actual cost of the work that has been carried out, BCWP (Budgeted Cost of Work Performed) which is a budget equal to the work performed. has been implemented, BCWS (Budgeted Cost of Work Schedule) is the amount of the budget for the planned work. In the research conducted on the Construction of the Trauma Center and Intensive Care Building Phase IV RSUD DR. SOEDONO Madiun, the data collection as research material was obtained from the implementing contractors and also some from the supervisory consultants. Time performance in the first week to week 7 (seven) obtained negative numbers for (SV) and (CV) meaning that the work was completed late and cost higher than the budget. While the value of SPI and CPI < 1, then the time performance is not good, meaning that the work is late from the planned schedule. The project performance is the same as the week 7 with a progress of -6.57%, the estimated cost required to carry out the project until it is completed is Rp. 64,938,243,717.90 means that there is a loss of Rp. 1,773,437,194.04 of the contract value. The estimated time for ETS (Estimate to Schedule) and EAS (Estimate at Schedule) until this project is completed (with a delay of –6.57% at week 7) are: ETS = 254 days = 36 weeks and EAS = 303 days = 44 weeks. So it can be concluded that if the project's performance is the same as the performance at the time of the review in week 7 of the planned 168 days or 24 weeks, it swells to 303 days or 44 weeks. This means almost double the planned time. performance at the time of review in
ANALISIS BIAYA DAN MUTU PENGGUNAAN STEEL FIBER PADA RIGID PAVEMENT DENGAN METODE EKSPERIMENTAL LABORATORIUM
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 2 No 02 (2021)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (650.713 KB) | DOI: 10.30996/jspts.v2i02.7090

Abstract

Indonesia as a developing country is still using concrete in its construction. By modifying one or more component on the concrete construction, it will affect the cost saving and the quality of the construction. The current innovation in concrete technology in developed country is the mixture of steel fiber in the concrete construction. This study aims to find and compare the cost and quality of the use of steel fiber (dramix) and iron wiremesh in the rigid pavement. The method used in this study is a laboratory experiment. The study results that steel fiber costs less and is more economic than reinforcing steel in rigid pavement. In 1m3 concrete with reinforcing iron wiremesh m8 costs Rp. 2.138.343,26. However, a concrete in mixture of 10% steel fiber (dramix) costs Rp. 1.798.089,00. There is cost savings Rp. 340.254,26 in 1m3. The mixing of steel fiber in concrete has 28 days longer compressive strength than the ordinary concrete mix with compressive strength value fc’ 29,07Mpa. However, concretes with the mix of 15%: fc’ 29,38Mpa, 20%: fc’ 29,41MPa, and 30%: fc’ 29,58Mpa. In flexural strength test, the concrete with iron wiremesh m8 results flexural strength fc’ 4,978MPa. However, a concrete with the mix of steel fiber (dramix) has more flexural strength that differs within level; 10%: fc’ 5,173Mpa, 15%: fc’ 5,316Mpa, 20%: fc’ 5,458Mpa, and 30%: fc’ 5,707Mpa. steel fiber (dramix) has more compressive strength that varies in level; 10%: fc’ 29,34MPa
ANALISIS KELAYAKAN INVESTASI PENGEMBANGAN JARINGAN AIR BERSIH DI PERUMAHAN GRAHA INDAH TAMBAKRIGADUNG KECAMATAN TIKUNG KABUPATEN LAMONGAN
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 2 No 02 (2021)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (376.667 KB) | DOI: 10.30996/jspts.v2i02.7097

Abstract

Graha Indah housing is one of the areas in Tikung District, Lamongan Regency which has less water availability. The desire of residents of Graha Indah housing to get clean water supply from PDAM is quite high. In the implementation of the clean water supply system in Graha Indah Housing, it has not been able to run optimally. From the results of planning calculations, it can be seen that the service needs of clean water in Graha Indah Housing in the projected year 2034 the minimum required discharge is 0.02707 m3/sec. From the results of the calculation of the cost of developing the pipeline network is Rp. 3,295,526,607. From the results of the calculation of the Net Cash Flow NPV value is Rp. 2,291,168,801. BEP shows that the profit or profit in year 9 is Rp. 123,545,805, and in the 15th year, namely in 2034 Rp. 4,193,389,172. The IRR value is 14.3%, the minimum expected interest rate is 13%, so the investment in developing clean water networks is feasible.
ANALISIS PEMBANGUNAN SALURAN IRIGASI MENGGUNAKAN BETON PRACETAK
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 2 No 02 (2021)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (350.661 KB) | DOI: 10.30996/jspts.v2i02.8545

Abstract

Irrigation area of the Banjaranyar reservoir, the current condition of the irrigation network requires proper maintenance of the irrigation network. Based on these problems, it is necessary to study the maintenance of the irrigation canal of the Banjaranyar reservoir. Therefore, a lot of research is needed on how to realize the building with an effective cost and implementation time. In the sense that with minimal funds, it can produce maximum maintenance work with the right allocation.The analysis is carried out using the critical path method, so it is expected that the time and cost allocations can be calculated with certainty in accordance with the availability of work package time allocations in one budget year with smaller costs during the construction service life.The purpose of this thesis is to analyze the cost of irrigation construction using precast concrete using the critical path method and to analyze the timing of irrigation development using precast concrete using the critical path method.The result of this research is the acceleration from 90 calendar days to 60 calendar days can be done by rescheduling by eliminating the lag time between work activities.

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