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Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil
Published by Universitas Dr. Soetomo Surabaya
ISSN : -     EISSN : 26157195     DOI : http://dx.doi.org/10.25139/jprs
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
Ge-STRAM journal published 2 (two) times a year in March and September. This journal presents scientific articles on the results of research, scientific studies, analysis and critical review of the problems closely related to the field of civil engineering. The manuscript will be received by the editor to be assessed for the feasibility and technical substance of its writing by Bestari Partners and the Board of Editors. The editorial board is authorized to accept or reject the submitted manuscript.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 201 Documents
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Kualitas Sumber Air Baku Sungai Mangetan Kanal-3 Untuk Ketersediaan Air Bersih Suning Suning; Sugito; Ardian Amirullah
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 6 No. 2: September 2023
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v6i2.6753

Abstract

The development of the quality and quantity of clean water is one of the environmental infrastructure developments that needs attention, because it is one of the most important resources for the community. Water is all water contained in and derived from water sources both above and below the ground surface. This study aims to determine the existing condition of raw water sources and provide policy direction for the raw water sources of the Mangetan River Kanal-3, Gedangan District for the availability of clean water. The method used is descriptive quantitative with laboratory analysis techniques and AHP (process hierarchy analysis). Data collection was carried out by taking water sample points from the Mangetan River Kanal-3, secondary data and in-depth interviews with the Irrigation Service and communities around the river. The results showed that the Mangetan River Kanal-3 with Color parameters and E-coli still did not meet the quality requirements for raw water sources. As for the parameters of acidity (PH), temperature, turbidity, and odor from laboratory test results, they meet the quality requirements for raw water sources. The main policy priority directives implemented for the availability of clean water from the raw water of the Mangetan River Kanal-3 are to pay attention to the quality, continuity and quantity of water. The policy implication obtained from this research is how the community protects the environment by not throwing garbage or other waste into the river so that the river can be used as raw water for the availability of clean water and meets the criteria for clean water according to quality standards.
Analisis Kinerja Lalu Lintas Dan Solusi Simpang Tak Bersinyal Perempatan Duren Tangerang Selatan Dengan Metode PKJI 2014 Adita Utami; Muhammad Abyan Daffa
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 7 No. 1: March 2024
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v7i1.6582

Abstract

This research reviews the performance analysis of unsignalized intersection traffic at Duren Intersection. This research also discusses scenarios for repairing unsignalized intersections and forecasting traffic performance for the next five years. The purpose of this research is to determine the amaount of the intersection capacity at the Perempatan Duren, knowing the total volume of vehicles during peak hour conditions at the Perempatan Duren, knowing the performance of unsignalized intersection traffic at the Perempatan Duren, planning solutions to improve traffic performance at the Perempatan Duren, nd predicting the intersection performance in the next 5 years. The method used in this research is the Indonesian Highway Capacity Guideline method (PKJI) 2014. The results of this study indicate that the intersection capacity is 3216,72 skr/hour. Total vehicle volume during peak hour conditions was 2829 skr/hour. From the calculation results, the degree of saturation is 0.88 and the delay value is 15.14 seconds/skr. The level of service at the Perempatan Duren is C, where the traffic flow is stable and vehicle movements are affected by traffic volume. The chance of queuing at the Perempatan Duren ranges from 61.29% - 31.05%. Among the planned solutions, alternative 4 is widening the major and minor roads and alternative 5 is reducing side barriers by widening the major and minor roads which can be applied to the Perempatan Duren. This is because the degree of saturation value obtained is 0.75 for alternative 4 and alternative 5 solutions. The degree of saturation value obtained is in accordance with the requirements of the 2014 PKJI, namely ≤ 0.85. In the calculation for forecasting vehicle volume for the next 5 years, alternative 5 and alternative 5 solutions can be applied to the Perempatan Duren. This is because the value of the degree of saturation for 2023 to 2027 ≤ 0.85 based on the terms of the PKJI 2014.
Metode Percepatan Pembangunan Pasar Besar Ngawi Menggunakan Metode Half Slab Julistyana Tistogondo; Imanullah Sandy Pratama; Diah Ayu Restuti Wulandari
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 7 No. 1: March 2024
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v7i1.6632

Abstract

The Ngawi Big Market development project, located on Jl. Sultan Agung, Sidomulyo, Ketangi, Kec. Ngawi, Ngawi Regency, East Java 63211. In this development project, it is necessary to calculate the budget plan and the exact implementation time to find out how much money is needed and how to calculate the time for the construction of the project. For this final project using the half slab precast method on the plate and for other elements still using the conventional method. To plan costs, must determine the method of implementation and also know the duration of the work in advance. So, it is necessary to do the volume calculation first. Then find out the productivity value of each type of work. So to get the value of work duration obtained from the calculation of volume divided by productivity. The calculation of the productivity value is obtained from field surveys. The results of these calculations can be used as input to the Microsoft Project software application for preparing schedules for each job. In the final results of calculating the cost and time of implementation of this project, the cost and duration of plate work with Halfslab is Rp. 2,666,765,984 with a duration of work for 35 days.
Analisis Perbandingan Daya Dukung Pondasi Tiang Pancang Menggunakan Metode Luciano De Court dan Plaxis Dengan Pile Driving Analyzer (PDA) Test Pada Pembangunan Gedung Research Center UPN Veteran Jawa Timur Philipus Bagus Putra Arliyanto Arliyanto; Muhammad Shofwan Donny Cahyono; Yoanita Eka Rahayu Yoanita Eka Rahayu
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 7 No. 1: March 2024
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v7i1.6709

Abstract

Pile foundations are classified into deep foundation structures which are used in the construction of multi-storey buildings where the application requires a depth of more than 4 meters in order to withstand the magnitude of the existing load. The purpose of this study is intended to test the bearing capacity and settlement in the construction of the Research Center Building at the Surabaya Veterans National Development University by applying the related calculation method, of course, must be based on the data obtained, namely the Standar Penetration Test (SPT) and the conditions of the soil contour of the project under review where the soil contour of the project is cohesive. In this study, the analysis of the bearing capacity using the Luciano De Court – Quaresma (1982) method and the Plaxis software. Furthermore, for the analysis of settlement using the Vesic method (1997) and Plaxis software. As for the Pile Driving Analyzer (PDA) Test data, it is used as a comparison between related methods. The results of the calculation of the bearing capacity ultimate between the Luciano De Court method and Plaxis and the results of the Pile Driving Analyzer (PDA) Test for a 500 mm pile at point 161 and point 261 respectively are 189 tons and 279 tons for the Pile Driving Analyzer (PDA) Test, 281 tons for the analysis of the Luciano De Court Method and 300 tons for the analysis of the Plaxis program assistance. Furthermore, the settlement values for the 500 mm pile at point 161 and point 261 respectively are 27,19 mm and 23,06 mm for the Pile Driving Analyzer (PDA) Test, 23 mm in the analysis of the Luciano De Court method and 20,17 mm in the analysis using Plaxis software.
Aplikasi Sistem Manajemen Parkir Berbasis Website Di Universitas Wiraraja Madura Ferly Fajar Hadianto; Ahmad Suwandi
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 7 No. 1: March 2024
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v7i1.7102

Abstract

Parking is a place for someone to leave their vehicle when they have arrived at their destination. This is done so that the rider can comfortably carry out their activities. However, there are still many public places that only provide parking spaces without managing them properly, such as at Wiraraja Madura University. Therefore, the purpose of this research is to create a Website-Based Parking Management System at Wiraraja University, Madura. Parking Management System is a method used by organizations to manage parking in order to provide comfort to drivers. With the Parking Management System will make it easier for motorists and officers to get a parking space. The method used in this research is descriptive qualitative method. Qualitative methods are used to obtain descriptive data in the form of words and pictures. Data collection techniques used are observation, interviews and documentation. This thesis research aims to create a "Web-Based Parking Management System Application at Wiraraja Madura University" to be able to assist parking management which was previously done manually so it is less effective. With this system, students, lecturers and employees can access parking slots that are still empty from home via Smart Phone. The development tools used by researchers are Visual Studio Code as a programming text editor and Laravel as the language used for programs, Xampp as a database. On this occasion, the author only discusses "Application of Website-Based Parking Management Systems at Wiraraja Madura University".
Pemanfaatan Limbah Industri Abu Batu Kapur dan Sekam Padi Sebagai Pengganti Sebagian Semen Terhadap Campuran Beton Tepat Mutu Aldi Setiawan; Nurul Lia Suryani; Sendika Renaldi; Alfita Yusriyah
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 7 No. 1: March 2024
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v7i1.7608

Abstract

With the rapid development on the island of Madura driven by increasing investments due to the impact of the Suramadu Bridge construction, there has also been a significant increase in the use of concrete. Given the growing demand for concrete, an innovation in utilizing local waste materials is necessary, aiming to influence the compressive strength of the concrete. In addition to utilizing local materials such as coarse aggregates from the Waru District in Pamekasan Regency, one of the waste materials that can be used is limestone powder from the Batumarmar District in Pamekasan Regency and rice husk ash from the Proppo District in Pamekasan Regency as a partial replacement for some concrete constituents. This study is a laboratory research aimed at obtaining a concrete mix formula. For the planned testing, concrete in the form of cylinders with dimensions of 15x30 cm is scheduled to be tested at the ages of 7 and 14 days for each mix variation. The study involves several concrete mix variations, namely, 5%, 10%, 15%, and 20% replacement of cement with limestone powder and rice husk ash. The compressive strength test results for the 14-day concrete age showed a consistent decrease in compressive strength with each addition of rice husk ash and limestone powder beyond the 5% replacement. The maximum compressive strength value was found in the 5% variation, with an average compressive strength of 285.41 kg/cm2 at the 7-day concrete age
Limbah Cangkang Telur dan Sekam Padi Sebagai Filler Dengan Batu Pecah Madura Sebagai Aggregat Pada Campuran ACWC Ahmad Fatoni; Dedy Asmaroni; Khairul Anam; Aldi Setiawan
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 7 No. 1: March 2024
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v7i1.7613

Abstract

Filler is one of the additives in hot asphalt mix, and its cost is relatively high. Therefore, there is a need for innovation to utilize local materials that are more economical. In this study, rice husk ash and eggshell waste are utilized as fillers, and local crushed stone is used as the aggregate, considering the potential of local materials and their cost-effectiveness. These waste materials have been underutilized and have had environmental impacts. The research aims to investigate the influence of using rice husk ash and eggshell waste as fillers on the Marshall characteristics by employing the Marshall Test method to determine values such as stability, flow, VIM (voids in mix), VMA (voids in mineral aggregate), VFB (voids filled with bitumen), and Marshall Quotient (MQ). Fillers, in the amounts of 1%, 2%, 3%, 4%, and 5% of the total weight of the mix, will be used, with each using eggshell waste and rice husk ash in equal proportions of 50% of the total filler requirement, along with the use of local aggregate. The research findings indicate that using 4% and 5% eggshell waste and rice husk ash fillers produces good stability values, meeting the General Specifications for Road Works 2018 Division 6. However, the addition of 1%, 2%, and 3% of these fillers leads to a decrease in stability values. Furthermore, an increase in the percentage of eggshell waste and rice husk ash fillers by 2%, 3%, 45 and 5% contributes to a reduction in flow values or workability
Studi Perencanaan Ulang Bangunan Pelimpah (Spillway) Di Bendungan Semantok Kabupaten Nganjuk Dimas Enggar Pambudi; Trilita M. Nur; Wahjudijanto Iwan
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 7 No. 1: March 2024
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v7i1.7686

Abstract

The Semantok Dam in Rejoso, Nganjuk, East Java, is intended to address irrigation and domestic water needs around Sebuntal Village, Marangkayu. The spillway is planned to stand perpendicular to the dam body, using the Ogee type I design with various components such as steering channels, transitions, launchers, trumpet launchers, and USBR Type III pool-type energy dampers. The planned discharge for the 1000-year anniversary period reached 302,161 m3/s. The planned dimensions involve a spillway width of 30 meters and a pond length of 19.2 meters. The results of the safety analysis showed that the moment of rolling and sliding under normal conditions reached a value of 1.69 and 2.50, which exceeded the minimum safety standard of 1.5
Tinjauan Pendapatan Moda Angkutan Umum Elf Bison Rute Stasiun Wonokromo – Terminal Porong Berdasarkan Demand dan Load Factor R Endro Wibisono; Muhammad Shofwan Donny Cahyono
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 7 No. 1: March 2024
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v7i1.7752

Abstract

The city of Surabaya as the capital of East Java, whose transportation system uses public transportation as a means of urban transportation, so that the existence of public passenger transportation is very important and necessary in order to serve passengers optimally. Bison transportation also has a role in meeting the transportation needs of the community. Tariff is an important factor in getting the services and facilities provided. The rate is also adjusted based on the evaluation of vehicle operating costs (BOK). The purpose of this study was to determine how much the tariff for bison vehicles, the matrix of origin from which bison came to the destination, the calculation of the demand for each segment per year, the annual revenue for each segment. The method used in this research is primary data collection in the form of a passenger demand survey, secondary data in the form of a tariff component so that the calculation of vehicle operating costs (BOK) and investment for each segment is analyzed. The result of this research is that the total income per year is IDR 27,895,244. The total fleet is IDR 27,895,244. x 4 fleets to the total revenue of bison public transportation is Rp. 111,580,976 per year.
Analisis Produktivitas Alat Berat Proyek Pembangunan Jalur Ganda Kereta Api Siti Choiriyah Choiriyah; M.Ferdaus Noor Aulady Aulady; Felicia Tria Nuciferani; Diah Listyaningsih Listyaningsih; Alfani Subhan Subhan
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 7 No. 1: March 2024
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v7i1.7879

Abstract

The mojokerto - along double railroad construction project certainly requires a good and strong and ideal subgrade, so that in the process of work required soil reinforcement work. The heavy equipment used is excavator, excabreaker, dump truck, and vibrator roller. This study aims to determine the productivity and cost of heavy equipment working in the field. The occurrence of delays in the rail piling work makes this work exceed the planned time limit. The method used in this research is a quantitative method, namely by collecting the required data. To overcome the delay, the addition of heavy equipment is analyzed with a choice of 4 options. Based on the analysis, the best option is to use 2 excabreaker units at a cost of Rp 191,089. 940.00 on rail piling work because it is more effective and efficient. The results of the analysis based on the productivity of heavy equipment working in the field, soil reinforcement work can be completed within 25 days and a total cost of Rp 732,746,726.00. Thus the soil reinforcement work can be completed in accordance with the planned time.

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