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Ita Suhermin Ingsih
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ita.suhermin@unisma.ac.id
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Journal Innovation of Civil Engineering (JICE)
Published by Universitas Islam Malang
ISSN : -     EISSN : 27755592     DOI : 10.33474
Core Subject : Science, Social, Engineering,
Civil Engineering, Building, Construction & Architecture Energy Engineering Environmental Science Transportation
JICE Journal Innovation of Civil Engineering ISSN 2775-5592 published twice in a year, in March and September. The article can be product of researches, scientific thoughts or case study, in civil engineering and isn’t formed by politics, commercialism, and subjectivity unsure. This scientific journal contains articles of thought and research results in Civil Engineering that have never been published in scientific journals or other media. The Editorial Team accepts articles in English. Any matters relating to the use of the software, citation and copyright permissions made by the author of the article, and the legal consequences it causes, are the sole responsibility of the author of the article. The format of writing scientific articles for publication in scientific journals should follow the guidelines of scientific article writing, which is located on the right side of this scientific journal.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 75 Documents
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WATER SPREAD TEST ON IOT (Internet of Things) BASED AUTOMATIC IRRIGATION SYSTEM Eko Noerhayati; Anita Rahmawati; Satriyo Yoga Wahyudi
Journal Innovation of Civil Engineering (JICE) Vol 1, No 1 (2020)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v1i1.9057

Abstract

This research is intended to determine the performance of the tools in the sprinkler irrigation system using controls (android). This activity was carried out in an experimental garden in the laboratory Enviro-Hydro of the Civil Engineering Faculty of Engineering, University of Islamic Malang, covering an area of 80 m². There are two variables used as a reference for sprinkler performance, namely automatic and manual with each valve opening 45°-90°, on 4 sprinklers installed on the land with a distance of 1 m each other. Water flows from 2 tadons that are placed parallel. The method used to analyze the data using the T test which compares the observation results of water distribution from automatic and manual sprinkler openings. The results of measuring the distribution of automatic and manual sprinkler water show that the results are not much different, only a difference of 1% so that the performance of both automatic and manual sprinklers has not different results.
USAGE OF RECLAIMED ASPHALT PAVEMENT AS A MIXTURE MATERIAL OF ASPHALT CONCRETE - WEARING COURCE (ACWC) Ratna Handayani; Ahmad Faathir Wicaksono
Journal Innovation of Civil Engineering (JICE) Vol 1, No 2 (2020)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v1i2.10998

Abstract

The objective of this research is to utilize Reclaimed Asphalt Pavement (RAP) as a mixture of hot asphalt AC-WC type. The new additional material is required such as an aggregate and asphalt to meet the technical performance which is based on Specification Bina Marga 2018 Revision 2. This research is started by analyzing the RAP. The result of RAP extraction process are aggregates and asphalt. Grading on aggregate were conducted for required grading envelope. If it failed to qualify for required grading envelope, new aggregate and new asphalt is needed. Therefore, the AC-WC mixture was composed by mixing with a variation of RAP which is 10%, 20% and 30%. From all of the mixing composition, only mixture with 30% of RAP and 70% of new materials is recommended for hot mixture which fulfilling the engineering criteria requirements.
EFFECT OF SOIL CONDITIONS ON DAMAGE LEVELS TO SIDODADI ROAD, NGANTRU VILLAGE, NGANTANG DISTRICT, MALANG REGENCY Rifky Aldila P.; Andy Kristafi A.
Journal Innovation of Civil Engineering (JICE) Vol 1, No 2 (2020)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v1i2.10565

Abstract

Soil conditions as a foundation and greatly affect the quality of service and road construction conditions. This condition occurs in Ngantru Village, Ngantang District, Malang Regency which is the object of research. The research objectives include knowing the characteristics of the soil, knowing the effect of soil conditions on road damage and knowing the solution to the problem of road damage due to soil conditions. The data in this study include primary data and secondary data. The results of the study include the average value of the plasticity index of 0.60% <10% with silt soil type and the plasticity index value of 6% and the average moisture content value of 33.3%, the average CBR value of 8.20%. CBR average of 8.20%, so it can be concluded that the soil condition affects the road damage. The solution in this research is to repair the road by excavating the damaged part of the road.
COMPARISON STUDY OF BRACING CONFIGURATION WITH SHEAR LINK IN ECCENTRICALLY BRACED FRAME STEEL STRUCTURE Jusuf Wilson Meynerd Rafael; Alva Yuventus Lukas
Journal Innovation of Civil Engineering (JICE) Vol 1, No 1 (2020)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v1i1.9058

Abstract

The EBF structural system is identified by the use of bracing and link beams as components that work to receive lateral seismic loads. The position of the link beam makes the EBF system have several choices of bracing configuration; D-Braces, Split K-Braces, V-Braces, Split K & Inverted Split K-Braces, Inverted Y-Braces. Structural analysis was carried out on a 10-story building model for the EBF system with different type of bracing configurations using the ETABS software. All models analyzed according to Indonesian Code (SNI 1729:2015 and SNI 1726:2019) to obtain the structural element. Seismic analysis uses the response spectrum analysis method to obtain the structural response parameters in the EBF system. Result of the analysis for all of bracing configuration are shown that Split K-Braces model has the best response parameters when compared to the MRF system. The  lowest value for the parameter is owned by Inverted Y-Braces, although overall it is still larger than the MRF system. The bracing configuration greatly affects the response of EBF system due to the behavior that occurs in the link beam, therefore the selection for type of bracing configuration is also important in the EBF system structure design.
BENEFIT COST RATIO (BCR) ANALYSIS ON THE RECONSTRUCTION WITH HARDENED ROAD SHOULDER PROGRAM IN EAST JAVA PROVINCE Ahmad Faathir; Ratna Handayani
Journal Innovation of Civil Engineering (JICE) Vol 2, No 1 (2021)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v2i1.11064

Abstract

One of the main program of The East Java Province Government on the road sector is the capacity improvement through Road Reconstruction with Hardened Shoulder Project in the Strategic Corridor in the road province to accelerate the goods and people transport as a tools to support the public economic welfare. The benefit cost ratio analysis is carried out to evaluate how big the direct benefit which was obtained by the road users through this program. The research is conducted on the five main road which represent the urban and inter-urban area by comparing the two conditions, the base alternative (do nothing) and alternative (do something) to obtain the benefit influenced by the Road Reconstruction with Hardened Shoulder Project which fulfilling the economic feasibility criteria which is The Benefit Cost Ratio, Net Preset Value (NPV) and Internal Rate of Return (IRR).The Research shows that the first year benefit of the Road Reconstruction with Hardened Shoulder Project gives the Vehicle Operating Cost (VOC) saving by 4,86% and The Travel Time saving by 15,57%. The Benefit evaluation along 10 Years program is known from five roads which was studied only three had qualified to fulfill the feasibility criteria, B/C > 1, NPV> 1 dan Nilai IRR > r (discount rate 12 %) which was ranked based on the NPV/Capital value respectively Bts. Kab. Sumenep - Pantai Lumbang road by 5.425, Jajag - Simpang Lima Petahunan – Pasanggaran road by 1.429 and Kencong – Kasian road by 0.591.
ASPHALT EXTRACTION TEST INVESTIGATION: POST AUDIT URGENCY AND THE FOLLOW UPS (CASE STUDY: ROAD SEGMENT MAINTENANCE Ir. SOEKARNO Rd–BATU) Riandono Pramaputro
Journal Innovation of Civil Engineering (JICE) Vol 2, No 1 (2021)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v2i1.11271

Abstract

In the most common opinions, the asphalt content test cannot be carried out during the post audit. But there are complaints about the poor quality of hotmix asphalt works in public sector projects from road users. In these cases, auditors must maintain reputation of the Government to accommodate trust in the development that has been done, by carrying out the function of monitoring and evaluating, including in the evaluating of road maintenance work. From visual observations, the the most conditions of routine maintenance work (on the study object) are not good as expected. Also, the test results of the asphalt content in the mixture (extraction) have proven that the quality does not meet the required technical specifications, in where the density value and the mixed asphalt content is 15.24% lower than the allowable tolerance. Under these conditions, auditors can assume that the similarity range of asphalt concrete (AC-WC) quality is still too far from the required specifications. Complaints about the poor quality of hotmix asphalt works must be accommodated by auditors to maintain the image and reputation of the Government in the trust of Regional Development.
ANALYSIS OF DIMENSIONAL AND CALCULATIONS STRUCTURE DESIGNED BASED ON SNI 2847-2013 Rizki Alif Ramadhan; Anita Rahmawati; Warsito Warsito
Journal Innovation of Civil Engineering (JICE) Vol 2, No 1 (2021)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v2i1.11272

Abstract

Floor slabs are structural components of a building that have certain dimensions to transmit dead and live loads on them to be distributed to their supports. Designing the floor slabs of a building, load data will be borne by the structure, so that the planned structure is able to bear the loads and forces that work. With careful planning, it is expected that the dimensions and reinforcement of the floor slabs are economical and safe which can avoid deflection and cracks. The building being reviewed is hospitals in Surabaya. This building consists of 9 floors with a height of up to 37 m. Planning dimensions and reinforcement in this hospital building includes two-way slabs with different size variations. The analysis was carried out using the 'envelope method' in accordance with SNI 2847: 2013 (Basics of Reinforced Concrete Planning). The results of the analysis of dimensions and reinforcement in this hospital building are: a) the dimensions / thickness of the plate on the roof plate is 125 mm, while b) the reinforcement used on this floor plate is Ø10-125 and the reinforcement for Ø10-200. Each moment analyzed is contained in the analysis results table and floor slab reinforcement drawings.
SATISFACTION LEVEL OF PASSENGERS, SERVICE & FACILITY OF KMP DHARMA BAHARI SUMEKAR III BY IPA AND CSI METHODS Kurnia Hadi Putra; Ita Suhermin Ingsih; Bambang Wahyudi
Journal Innovation of Civil Engineering (JICE) Vol 2, No 1 (2021)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v2i1.11273

Abstract

Transport intends to ease the movement from one place to another. KMP Dharma Bahari Sumekar III belongs to one of transport facilities operated at Kalianget Port in Sumenep.This research aimed at investigating the satisfaction level of passengers taking KMP Dharma Bahari Sumekar III by implementing the methods of Importance Performance Analysis (IPA) and Customer Satisfaction Index (CSI). The research result indicated several essential attributes i.e. Quadrant II (toilet cleanliness in KMP Dharma Bahari Sumekar III and facility convenience for passengers in KMP Dharma Bahari Sumekar III and Quadrant II (safety in KMP Dharma Bahari Sumekar III, cleanliness in KMP Dharma Bahari III, the ability of officer in KMP Dharma Bahari Sumekar III to respond fast the emergent problems and be responsible on the safety and cozines of passengers). Meanwhile, the result of CSI method obtained 71,47%.
ROAD THICKNESS ANALYSIS USING MDP METHOD 2017 (CASE: PURWODADI – NONGKOJAJAR) Ratna Handayani; Ahmad Faathir Wicaksono
Journal Innovation of Civil Engineering (JICE) Vol 2, No 2 (2021)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v2i2.14692

Abstract

The Purwodadi - Nongkojajar road section is one of the East Java Province roads in UPT PJJ Probolinggo, which received funding from the Regional Road Grant Program (PHJD). From the results of the road condition survey in 2020, the condition of road damage in the form of holes and hair cracks was obtained. Based on this, it was necessary planning the thickness of the re-pavement or overlay. This program begins with inventory and road condition, topographic and soil investigation surveys. From the results of the topographic survey, we can measure the slope, then we conduct an investigative survey using Benkelman-beam deflection measure tool to determine the back- deflection value. References and secondary data of traffic growth and road class data are collected. The thickness of the pavement was calculated using the MDP 2017 method. This research found that the required layer was AC-WC layer with an expected thickness of 4 cm. Due to the uneven condition of the existing road, an additional leveling layer AC-BC was needed to overcome this condition with a thickness of 3.0 cm.
STUDY OF REGIONAL DRAINAGE CHANNEL CAPACITY AT ALOON-ALOON PONOROGO REGENCY I Wayan Mundra; Endro Yuwono; Nenny Roostrianawaty; Dodik Prabowo
Journal Innovation of Civil Engineering (JICE) Vol 2, No 2 (2021)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v2i2.14545

Abstract

The rate of population growth in urban areas is increasing year by year, so that changes in land use will accompany it and have an impact on reducing catchment areas. One of the problems that arise is flooding or inundation. In addition to providing inadequate catchment areas, the existing urban drainage system often does not function optimally with various technical and non-technical problems. One of the urban areas experiencing a similar situation is Ponorogo City, Ponorogo Regency. In some areas of the city, there are still frequent flooding/inundation. For example, in the Ponorogo Regency Government Center, especially around Aloon City. This problem is the background of this study. The results of the study show that the planned flood discharge with a return period of 10 years, which was analyzed based on the modified Rational method, was 0.899 m3/s. Based on data from observations of the existing drainage system, the channel capacity analyzed by the Maning method is only 0.471 m3/sec. Thus the channel capacity needs to be increased. By widening the rectangular base of the channel from 1 m wide to 1.50 m, the channel capacity becomes 0.925 m3/s, so that it can serve according to the planned flood discharge. In addition to increasing the channel capacity, based on observations in the field, it is also necessary to immediately carry out maintenance and repair work on the existing drainage system, so that the function of the channel can be optimal. It is necessary to study the plan to construct infiltration wells in the study area.

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