Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil <p><strong>ISSN <a href="" target="_blank" rel="noopener">2615-7195 (Online)</a></strong></p> <p>Acrredited by Minister of Research and Higher Education, Republic Indonesia, Directorate General of Research Strengthen and Development (Direktur Jenderal Penguatan Riset dan Pengembangan Kemenristekdikti RI) Number <a href=""><strong>85/M/KPT/2020 as Ranking 5 (SINTA 5)</strong></a></p> <p><strong>Ge-STRAM (Geotechnics, Structure, Transportation, Water, Construction Management)</strong> is one of the journals published by the Civil Engineering Department of Dr. Soetomo University, which was established in March 2018. The journal publishes twice a year in March and September, containing 8 articles for each issue. All of the articles in this journal registered with unique <strong>DOI</strong>, provided by&nbsp;<strong>Crossref.&nbsp;</strong>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.</p> Universitas Dr. Soetomo en-US Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil 2615-7195 <p>Authors who publish with this journal agree to the following terms:<br /><br /></p><ol type="a"><ol type="a"><li>Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a <a href="" rel="license">Creative Commons Attribution-ShareAlike 4.0 International License</a> that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.</li><li>Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.</li><li>Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See <a href="" target="_new">The Effect of Open Access</a>).</li></ol></ol><a href="" rel="license"><img style="border-width: 0;" src="" alt="Creative Commons License" /></a><br />This work is licensed under a <a href="" rel="license">Creative Commons Attribution-ShareAlike 4.0 International License</a>. Analisis Optimalisasi Pemanfaatan Jalur Pedestrian Di Kawasan Pusat Perdagangan Pertokoan Kota Ruteng <p>The pedestrian path in the shopping area of ​​Ruteng city is part of the road that functions as a separate circulation space for pedestrians for vehicle circulation, the separation is necessary for pedestrian safety. Optimizing the use of pedestrian paths in the shopping center area of ​​Ruteng City considers three main criteria, namely safety, comfort and convenience. The purpose of this study is to analyze the optimization of the use of pedestrian paths in the trade center area, Ruteng City shops. The research method used is descriptive qualitative-quantitative with Likert scale analysis techniques and AHP. Methods of collecting data were field observations, interviews, documentation studies and questionnaires. The results showed that optimizing the use of pedestrian paths in the shopping center area of ​​Ruteng City contained three criteria, namely security, comfort and convenience. The total value of optimizing the utilization of pedestrian paths is quite good with an average value of 58.95%. This is due to pedestrian capacity which is still relatively narrow, the existence of other user actors besides pedestrians who take advantage of the presence of pedestrians by occupying roads and pedestrian paths and the lack of availability of supporting facilities (street furniture). The policy direction shows that the main priority in optimizing the use of pedestrian paths in the shopping area of ​​Ruteng City is to increase the quality and capacity of the pedestrian dimension. The policy implication that can be done is that the government should immediately carry out pedestrian repairs in accordance with the standards and capacity of pedestrian dimensions in terms of safety, comfort and convenience.</p> Suning Suning Paulinus Jois Naku Copyright (c) 2022 Suning Suning, Paulinus Jois Naku 2022-09-30 2022-09-30 5 2 53 60 10.25139/jprs.v5i2.4409 Identifikasi Kerusakan dan Penanganan Perkerasan Lentur Ruas Jalan Peterongan – Kedungbetik Kabupaten Jombang <p>Peterongan - Kedungbetik Road section is one of the alternative routes from Mojokerto to Jombang. On the Peterongan - Kedungbetik Road Section, there are several types of damage. Road damage is a condition where the structural and functional on the road is no longer able to provide optimal service to traffic that crosses the road. As much as the need for appropriate action in dealing with damage that occurs to the Peterongan - Kedungbetik Road Section to be able to achieve the life of the road plan and comfort and safety for road users. The purpose of this observation is to identify the type of damage, to find out the extent of damage that occurs, to know the appropriate handling method in handling damage, and to find out the handling process carried out by the Jombang Regency Public Works and Spatial Planning Office. The method used in this observation is the method of direct observation in the field and and data collection through observation, literature and documentation so that it can analyze the damage data on the Peterongan - Kedungbetik Road Section. The results of this observation analysis are the type of damage that occurred, the calculation of the level of damage, how to handle the damage, the work instruments that can be carried out for handling damage, the process in the field when handling damage and an assessment of the process carried out in accordance with the provisions governing road maintenance. With the results of the analysis, it can be concluded that the types of damage that occur are longitudinal cracks, holes and grain release. So that a follow-up process is needed so that the damage does not get worse with proper handling so as to provide comfort and safety for road users</p> R Endro Wibisono Prathita Muti’a Yuzaeva Copyright (c) 2022 R Endro Wibisono, Prathita Muti’a Yuzaeva 2022-09-30 2022-09-30 5 2 61 71 10.25139/jprs.v5i2.4535 Evaluasi Kualitas Pelayanan Halte Terminal Purabaya Pada Transportasi Umum Suroboyo Bus <p>Public transportation stops or commonly called bus stops are an integral part of the urban transportation system and part of the transportation infrastructure that is very important and needed by the community to change modes of transportation and reach other public transportation, especially the Purabaya Terminal Stop on the Suroboyo Bus public transportation. Various problems at the Purabaya Terminal stop are inadequate, such as unsafe and uncomfortable seating facilities at the bus stop, the cleanliness of the bus stop is not guaranteed, and the bus stop is not by its function and use because it is used for street vendors, two-wheeled hangouts, and others. The purpose of this observation is to determine the quality of service provided by the Purabaya Terminal Stop on Suroboyo Bus public transportation and to develop a design concept for the Suroboyo Bus stop that is environmentally friendly in the city of Surabaya. Data collection methods were used, namely field observations, literature and literature, documentation methods, and questionnaire methods. The results of this observational analysis are performance level assessment, importance level assessment, suitability level assessment, calculation of the average value of performance level and importance level, Cartesian diagram, and implementation of the IPA (<em>Importance-Performance Analysis</em>) method. With the results of the analysis, it can be concluded that the service quality of the Purabaya Terminal Stop on Suroboyo Bus public transportation is unsatisfactory with the performance level value of all attributes (X) of 2.89 and the importance level of all attributes (Y) of 4.81. Attributes that exist in Quadrant A (Main Priority) should be prioritized and improved so that the performance/implementation is increasing and getting better. The attributes that exist in Quadrant A are the real/physical condition of the lighting at the bus stop (Attribute number 3), the real/physical condition of the information board at the bus stop (Attribute number 4), the condition of the availability of the trash can at the bus stop (Attribute number 5), accessibility/convenience for disabled bus stop users (wheelchair users and so on) (Attribute number 10), and security guarantees from criminal acts for bus stop users (Attribute number 13). The design concept of the environmentally friendly Suroboyo Bus stop in the city of Surabaya by prioritizing the concept of green infrastructure that is environmentally friendly. Then provide facilities at the bus stop such as toilets, trash cans, seats, lighting, shade plants, green lanes (parks), pedestrian/pedestrian paths, shelter information boards, routes, and schedules (timetable) that are good and adequate at each Suroboyo Bus stop in Surabaya City.</p> R Endro Wibisono Rachma Febrianty Putri Copyright (c) 2022 R Endro Wibisono, Rachma Febrianty Putri 2022-09-30 2022-09-30 5 2 72 78 10.25139/jprs.v5i2.4636 Analisis Kemacetan di Jalan A. Yani, Kecamatan Gedangan, Kabupaten Sidoarjo <p>Gedangan District is located in Sidoarjo Regency which is located in the south of Surabaya City, so that the increase in population will also increase every year. There were 2,082,801 people in 2020 and an increase of around 7.2% over the last 10 years, with a population of 1,941,500 people in 2010. This data was recorded in the Central Statistics Agency (BPS) of Sidoarjo Regency through the population census in 2010. 2020. Thus, it will also affect the development of the number of motorized vehicles that pass on a road such as Jalan A. Yani, Gedangan District, Sidoarj Regency. Indonesian Road Capacity Guidelines (PKJI 2014) used in the analysis of this research. Researchers conducted a survey of data collection directly in the field in the form of road geometric data, the volume of the number of vehicles and side barriers, the survey was carried out for 5 days on Friday, Saturday, Sunday, Monday and Tuesday. The data will be processed into a calculation of traffic volume, road capacity, degree of saturation to the level of road service. This study found that the largest traffic volume occurred on Friday for the direction of Sidoarjo of 2808.15 skr/hour at 16.00-17.00 and for the direction of Surabaya on Monday of 2816 skr/hour at 07.00-08.00. This 4/2T type road has a road capacity of 3282.16 skr/hour for the direction of Sidoarjo with a degree of saturation of 0.86, and 3136.98 skr/hour for the direction of Surabaya with a degree of saturation of 0.90.</p> Era Patria Wahyu Pratama Herry Widhiarto Aditya Rizkiardi Copyright (c) 2022 Era Patria Wahyu Pratama, Herry Widhiarto, Aditya Rizkiardi 2022-09-30 2022-09-30 5 2 79 84 10.25139/jprs.v5i2.4649 Perencanaan Saluran Irigasi Pada Area Persawahan Desa Mejoyo – Kecamatan Bangsal – Kabupaten Mojokerto <p>Irrigation channels in rice fields in Mejoyo Village use surface irrigation. The condition of the existing channel is still simple to make without planning or calculation. This is considered less effective because it can cause the water to flow more than the desired discharge. During the rainy season, the water in the channel often overflows into the rice fields due to the high rainfall. Thus, it is necessary to analyze the existing channels and the rainfall that occurs. The purpose of this research is an analysis of rainfall, and calculation of flood discharge plan. This research uses the Arithmetic Mean method for rainfall analysis, Log Person III, and Rational Formula for design discharge calculation. Next, identify irrigation channels including channel dimensions, and channel discharge, and the last is to design channel dimensions. Based on the results of the evaluation by comparing the Channel Debit and Planned Debit, 3 Channels can accommodate the planned discharge within 25 years, while 5 Channels are still unable to accommodate the planned discharge. Therefore, it is necessary to re-planning so that the channel can accommodate the planned discharge.</p> Tegar Satria Utama Faradlillah Saves Andi Patriadi Copyright (c) 2022 Tegar Satria Utama, Faradlillah Saves, Andi Patriadi 2022-09-30 2022-09-30 5 2 85 92 10.25139/jprs.v5i2.4700 Pemanfaatan Limbah Cangkang Kemiri Sebagai Substitusi Agregat Kasar Pada Beton <p>Currently, the rapid development of infrastructure development, the need for concrete and concrete constituent materials is also increasing, this results in the occurrence of large-scale mining of natural resources which has an impact on decreasing the quality of ecosystems that can damage the environment. Pecan shells are waste from candlenut fruit that can be used for coarse aggregate because it has a fairly large hardness. The Camba forest complex is a forest that stretches from the Cemara, Camba, and Mallawa sub-districts which are the largest candlenut-producing sub-districts in Maros Regency. The area of candlenut forest under management is 9,299 hectares with a production of ± 3,675.40 tons/year, out of the total candlenut production in Indonesia of 79,137 tons/year. The purpose of the study was to test the compressive strength, split tensile strength, and volume weight of concrete using candlenut shell waste as a substitute for making concrete with a composition of 0% 2.5% 5% 7.5% and 10% by weight of coarse aggregate. Based on the results of the study, the optimum value for the composition of the candlenut shell was 10% with an average compressive strength of 22.54 MPa, and a volume weight of 1.74 Kg/cm³ and a Split Tensile Strength of 2.71 MPa., can be categorized as lightweight concrete. Which includes lightweight structural aggregate concrete with an air dry density of 1440 – 1850 kg/m3 and a compressive strength greater than 17.24 MPa. (American Concrete Institute - ACI, 2004), It is recommended that the composition of 10% candlenut shell waste can be used for the manufacture of lightweight concrete mixes for simple houses, paving.</p> Safrin Zuraidah Budi Hastono Martinus Jehabut Copyright (c) 2022 Safrin Zuraidah, Budi Hastono, Martinus Jehabut 2022-09-30 2022-09-30 5 2 93 98 10.25139/jprs.v5i2.4701 Analisis Kinerja Ruas Jalan Raya Menganti Surabaya Menggunakan Metode PKJI 2014 <p>Menganti roadway Surabaya is one of the roads in the city of Surabaya with the type of road 4/2T. This street is a densely populated residential area as well as a shopping, business and commercial area. The road section has many shops and stalls, and community activities such as commuting to the office, school activities that make the roads become congested so that vehicles are prone to buildup. In addition, the influence of side barriers such as the stopping of motorized vehicles on the shoulder of the road, pedestrians crossing not at the zebra cross, loading and unloading of goods on the shoulder of the road and vehicles parked on the shoulder of the road which can interfere with passing vehicles and cause vehicle density on the road. The method in this study uses the 2014 Indonesian Road Capacity Guidelines (PKJI 2014) by collecting data by observing traffic so that the total traffic volume, road capacity, degree of saturation and traffic forecasting in the next few years can be calculated. From the results of the analysis, the peak hour traffic volume occurs in direction A on Wednesday, March 16, 2022 at 16.00 - 17.00 WIB with a total of 2208.5 cur/hour and has a road capacity of 2919,312 cur/hour with these results obtained the value of the degree of saturation is 0.76.</p> Iqbal Kharis Hanafi Hary Moetriono Copyright (c) 2022 Iqbal Kharis Hanafi, Hary Moetriono 2022-09-30 2022-09-30 5 2 99 104 10.25139/jprs.v5i2.4727 Analisis Karakteristik Parkir Kendaraan Roda Empat Alun-Alun Kota Mojokerto <p>Mojokerto square is a public facility for tourist attractions for Mojokerto residents whose location is on Kyai H. Hasyim Ashari street. Overcrowding on this section of the road is common from 5:00 p.m. to 8:00 p.m. every day, and on weekends visitors to the square increase to twice or more than a normal day. Meanwhile, the parking space provided by the Mojokerto City town square is not able to accommodate capacity. This research was carried out with the aim of determining the real needs of thinking space and also the characteristics of parking in the parking area of Mojokerto City Square. In this study, two survey methods were used, namely the patrol survey method and the parking inventory survey. The results of this study obtained the maximum duration of effective days and holidays was 180 minutes. The maximum accumulation on effective days and holidays is 41 and 52 vehicles, respectively. The maximum parking volume is 83 vehicles per hour at 17.00 – 18.00 which occurs during holidays. Parking turnover during effective days is 8 times and during holidays it is 9.87 times. The parking index on effective days was 273.33% and 346.67% on holidays. The static capacity for car parking is 15 SRP. Parking occupancy is 106.67% and 166.67% respectively during effective days and holidays at 17.00 – 18.00. The need for parking space (KRP) for four-wheeled vehicles that needs to be available is as many as 57 SRP.</p> Rio Adi Prayogo Hanie Teki Tjendani Nurani Hartatik Copyright (c) 2022 Rio Adi Prayogo, Hanie Teki Tjendani, Nurani Hartatik 2022-09-30 2022-09-30 5 2 105 110 10.25139/jprs.v5i2.4740 Studi Durasi Waktu Proses Vacuum Test Berdasarkan Posisi Pelat Lambung Kapal <p>Based on BKI regulations regarding experiments on new building ships and ship repairs, a tightness test on the hull, especially the hull below the water line, must be carried out using a vacuum test. Vacuum test is one form of method to test the tightness of welded joints on the ship's hull. The process of testing the vacuum test carried out in various positions on the hull of the ship will of course have a different duration of execution time. This study aims to determine the duration of the vacuum test process on the ship's hull based on the position of the test. The method used in this research is to conduct a walk through survey to observe the process of implementing the vacuum test and to measure the time of the implementation process in several areas or positions on the hull of the ship. Based on the data analysis and discussion that has been carried out, the longest vacuum test preparation process occurs at the 90º position, which is 90 seconds with the equation Y = 0.009X2 – 0.5764X + 68.12. The core process occurs at the 0º position, which is 21.1 seconds, with the equation Y = 20,559 – 0.0481X and in the finishing process the longest vacuum test occurs at the 90º position, which is 68 seconds, with the equation Y = 0.009X2 – 0.5764X + 68.12.</p> Maya Ode Duu Honggo Tri Agung Kristiyono Copyright (c) 2022 Maya Ode Duu Honggo, Tri Agung Kristiyono 2022-09-30 2022-09-30 5 2 111 117 10.25139/jprs.v5i2.4893