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Yusra Aulia Sari
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Journal of Civil Engineering and Planning (JCEP)
Published by Universitas Internasional Batam
ISSN : -     EISSN : 27466299     DOI : http://dx.doi.org/10.37253/jcep.v1i2.725
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Transportation
JCEP is an article about research activities with the theme of study of Civil Engineering. Published articles are findings or reflections from research activities that are disseminated for practice by relevant stakeholders. Dissemination in articles published by JCEP is not limited to ideas, methods and material objects, but also includes elements of capacity building for stakeholders in identifying and solving various problems to develop Civil Engineering. JCEP covers topics related to science, analysis, development, intervention, modeling and design of communities, cities and regions including: 1. Structure 2. Geotechnical 3. Transportation 4. Water Resources 5. Construction Management. 6. Environmental 7. Urban Planning 8. Material
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 203 Documents
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DAMPAK PELARANGAN MUDIK AKIBAT PANDEMI COVID19 TERHADAP BISNIS ANGKUTAN UDARA DI INDONESIA Dian Andaka
Journal of Civil Engineering and Planning (JCEP) Vol. 1 No. 2 (2020)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v1i2.807

Abstract

President Joko Widodo has issued a ban on all people to go home on Eid al-Fitr 1441 Hijri to suppress the spread of the covid19 virus. The purpose of this paper is to find out what the impact of the prohibition of going home due to the co-pandemic19 on the air transport business in Indonesia. One of the sectors affected by the prohibition of going home is the tourism sector. Another sector affected by air transport is the aviation itself. Various sectors, both formal and informal, experienced a very significant decrease in sales and impacted on rising unemployment in Indonesia. Also affects unemployment. Data collection techniques are using secondary data that is data obtained from previous researchers to be processed based on the author's personal thoughts. The results obtained from this study are a decrease in the number of passengers per February 2020 domestic flights by 10.06%, while international flights decreased by 31.25%. This certainly has the potential to go down further after the prohibition of going home. PT Garuda Indonesia (Persero) Tbk's total revenue. In Q1 2020, it decreased by 33%. In addition to the high season period, namely the Eid Mubarak, school holidays, and Hajj and Umrah this year, it is estimated that there will be no increase in the number of passengers. In March 2020 there was a decrease in hotel room occupancy by 20.64% of YoY. This decline figure is interpreted to continue to decline due to the prohibition of going home due to an increase in hotel occupancy rates in Lebaran and school holidays which in previous years could increase by up to 10%. Unemployment in DIY rose 0.52% to 3.38 % from the previous 2.86%. The potential increase in unemployment nationally can occur between 4.25 million people to 9.35 million people. The positive impact of the existence of this homecoming ban makes people not reduce the substance of going home during Eid al-Fitr that is mutual forgiveness via online to practice adaptation. Keywords : covid19, prohibition on return to hometown, air freight business
ANALISIS UJI LAIK FUNGSI JALAN ASPEK TEKNIS PADA RUAS JALAN NASIONAL TAMBU – TOMPE PROVINSI SULAWESI TENGAH Andria Muharami Fitra
Journal of Civil Engineering and Planning (JCEP) Vol. 1 No. 2 (2020)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v1i2.840

Abstract

Road safety is defined as physical fulfillment of road elements according to its technical requirements and roadside conditions so that the road does not contribute to traffic accidents. The condition of roads that meet technical requirements is also called roadworthiness. This paper aims to review safety aspects of road worthiness tests. The study was conducted using qualitative approach based on procedures for roadworthiness test according to Minister of Public Works Regulation No. 11/PRT/M/2010. Data from field test results and surveys are then processed to obtain roadworthiness categories by referring to six technical components, namely geometric, pavement structures, bridges, right of way, traffic management and road equipment. The Tambu-Tompe National Road section in Central Sulawesi was chosen as the case study. The results indicated that the segment is categorized as “Conditional” where the proportion of “Eligible” and “Conditional” is 44% and 56%. The results of the study can be used by road authorities to determine priority of fulfillment of road function category. Keywords: roadworthiness, road safety analysis, road physical inspection, road technical requirements
ANALISIS PERENCANAAN PENAMBAHAN TEMPAT HENTI TRANS JOGJA (STUDI KASUS: PELAJAR DAN MAHASISWA DI WILAYAH AGLOMERASI PERKOTAAN YOGYAKARTA) Puput Budy Aryanti; Siti Malkhamah; Sigit Priyanto
Journal of Civil Engineering and Planning (JCEP) Vol. 1 No. 2 (2020)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v1i2.1069

Abstract

The use of private vehicles that are increasingly out of control causing traffic congestion. About 71% students and college students in the city of Yogyakarta use private vehicles daily. The main solution to overcome this in Yogyakarta is by improving the quality of public transportation. Students are reluctant to use public transportation because their residential area is not yet reached by Trans Jogja. The purpose of this study is to analyze the need to add bus stops that are suitable for students in the Urban Aglomeration Area of Yogyakarta in order to increase the student's desire to use Trans Jogja, so that it is expected to reduce congestion. The results of this study indicate that the distance between the school or campus to a bus stop has already met the standard, but there are still as many as 9% of students whose school or campus's location is within >400 meters to the bus stop. Meanwhile, the distance from the house to the bus stops does not meet the standards because as many as 45% of students whose house location is within > 400 meters to the bus stop. So Trans Jogja need to add additional stops around residential houses and around schools or campuses to increase the number of students to use Trans Jogja as many as 330 bus stop points consisting of 267 existing bus stops and 63 new bus stops. Keywords: trans jogja, bus stop, public transportation
EVALUASI SARANA PRASARANA PENUNJANG KESIAPSIAGAAN GEDUNG A UNIVERSITAS SEMARANG TERHADAP RESIKO BENCANA KEBAKARAN Ahmad Hakim Bintang Kuncoro; Talitha Zhafira
Journal of Civil Engineering and Planning (JCEP) Vol. 1 No. 2 (2020)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v1i2.1156

Abstract

Fire disaster is one of the disasters that is very detrimental to the community both in terms of casualties and property and assets that are invaluable. Building A University of Semarang (USM) and the assets in it are very important things to maintain. Several USM buildings have been equipped with facilities regarding fire preparedness, but most of the USM buildings also do not have these facilities completely. Apart from the facilities, the building occupants' knowledge of fire disaster preparedness cannot yet be known to what extent their understanding is. Evaluation of infrastructure which refers to the standards set by the government needs to be carried out. This can increase awareness and can also minimize losses that can occur. So that activities that take place in the USM area can run well and calmly. There is a significant relationship with a strong enough to strong and positive direction correlation level between the combination of the relationship between 2 variables consisting of HR, Program, and Facilities variables. The residents of building A USM are considered to be ready to face the risk of fire disasters, although the current condition of supporting facilities for fire disaster preparedness is deemed necessary to be added. Keywords: fire disaster, preparedness, building A USM.
Comparative Study of Reinforced Concrete Beams in School Buildings Using Prestressed Concrete Beams Petrus Haryanto Wibowo; Dony Dony
Journal of Civil Engineering and Planning (JCEP) Vol. 3 No. 2 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i2.1237

Abstract

Building construction in Indonesia generally uses concrete. The concrete used for building structures, such as beams, generally utilizes reinforced concrete. It is very rare to see the use of prestressed concrete for building structures such as beams, especially in Batam City. This study aims to analyze the comparison between the beam structure with reinforced concrete that has been existing and prestressed concrete in the Kaliban School project. The stages in this research included prestressed concrete beam design and comparative analysis. The design of prestressed concrete beams was planned to be composite prestressed concrete blocks using the pre-tension method with a fully prestressed system, and was cast with the floor slabs and also supported during the casting period. Comparative analysis conducted by the researcher of this study was a comparison of the materials used in reinforced concrete beams and prestressed concrete beams. The results of the prestressed concrete structure design obtained a beam dimension of 200 × 400 with a diameter of 12.7 mm, in which 4 pieces were installed 125 mm below the beam. The results of the comparison analysis of the total material prices between prestressed concrete beams with dimensions of 200 × 400 and existing reinforced concrete beams with dimensions of 200 × 500 showed that prestressed concrete beams were 24.28% cheaper than reinforced concrete beams.
Analisa Hubungan Tingkat Hujan Dengan Desain Infrastruktur Drainase Yang Berada Di Kawasan Mega Superblock Meisterstadt Pollux Habibie Batam Delfia Delfia Annisa; Indrastuti Indrastuti; Wa Ode Sumartini
Journal of Civil Engineering and Planning (JCEP) Vol. 3 No. 1 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i1.1238

Abstract

ABSTRAK Pada penelitian ini Meisterstadt Batam merencanakan limpasan air hujan dari luar kawasan tidak akan masuk ke dalam kawasan, sehingga daerah tangkapan air yang direncanakan pada awalnya tetap seluas 4,7 Ha seperti perencanaan awal. Berdasarkan luas daerah tangkapan air, perencanaan drainase menggunakan debit banjir 5 tahun. Analisis curah hujan menggunakan data curah hujan selama 10 tahun terakhir, dari tahun 2009 - 2019 yang bersumber dari satu stasiun hujan yaitu Stasiun Meteorologi Hang Nadim. Ada 3 jenis metode yang biasa digunakan dalam menghitung curah hujan rata-rata untuk pembangunan infrastruktur drainase, yaitu menghitung rata-ra aljabar, poligon thiessen, dan isohyet. Untuk proyek Pollux Meisterstadt Batam menggunakan metode rata-rata aljabar karena metode ini menjumlahkan semua hasil tingkat curah hujan pada semua stasiun dan membaginya dengan jumlah stasiun yang ada, maka perhitungan curah hujan sangat berpengaruh pada perencanaan sistem drainase karena itu dapat menentukan kapasitas air maksimum dari drainase. Dari hasil penelitian yang telah dilakukan diperoleh debit curah hujan yang sesuai tata letak drainase adalah 0,01 m³ / detik. Berdasarkan hasil dari perhitungan dimensi saluran yang diperlukan untuk Q5 adalah B = 0,40 m, h = 0,20, A = 0,08 m², P = 0,80 m, R = 0,10 m, v = 0,48 m/detik. Maka, Q = 0,04 m³/s, dengan tinggi jagaan 0,20 m. Lalu koefisien pengaliran sebesar 0,70.Kata kunci: Meisterstadt Batam, Curah hujan, Drainase
Metode Pengendalian Jadwal Pembangunan Pelabuhan dengan Kombinasi Barchart dan Network Planning Studi Kasus Proyek PT. DOK Warisan Pertama Usmanul Hayadi Umar; Nur Dzuraida
Journal of Civil Engineering and Planning (JCEP) Vol. 3 No. 1 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i1.1239

Abstract

A construction company engaged in the construction of ports and docks, namely PT. DOK Warisan Pertama in Batam is running a port project in Batam City. The number of work items carried out in a project requires a good project management to run it. This study aims to review the port project scheduling currently being implemented by PT. DOK Warisan Pertama with the Critical Path Method (CPM) method. The results of the research carried out indicated that the project was completed within 39 weeks. There are several critical paths in the CPM planning for this project. This indicates that the job does not have a free float to complete the job. Making a CPM in this project can be used as a reference and evaluation in carrying out project work.
The Effect of Number of Vehicles on Damage to Flexible Pavement Roads on Jalan Letjend Raden Suprapto, Batam City Muhamad Agus Priyanto; Yusra Aulia Sari
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.1240

Abstract

The volume of vehicle traffic or the number of vehicles is one of the factors that affect the damage or causes of road damage. Flexible pavement is generally used on roads in Indonesia, especially in urban areas with high traffic levels. With the increasing number of vehicles every year in the city of Batam, there is a possibility that the roads in Batam will experience accelerated road damage in a relatively short period of time or not in accordance with the road plan age. The purpose of this study was to determine the effect of the number of vehicles on the level of road damage on flexible pavement. This study uses an analytical method by looking for a correlation or relationship between the number of vehicles and the number of road damage levels, and the method used is nonlinear regression analysis, namely by comparing the two variables x to the variable y and to obtain the results of the relationship function between the two variables with the R2 value of the coefficient of determination. From the equation that has been obtained, the value of the coefficient x1 = 0.00241, which can be defined if the number of vehicles crossing the road is 100 vehicles/day, then the road damage caused by the number of vehicles is 0.241, while for the coefficient x2 = -0 .0016786 which can be defined if the age of the road section reaches 100 hours, the value of road damage on this section is -0.0167, and constant = 75.418
Analisa Pengaruh Penambahan Zat Karbon dalam Pembuatan Batako Konvensional Arifin everest; Mulia Pamadi; Andri Irfan Rifa'i
Journal of Civil Engineering and Planning (JCEP) Vol. 3 No. 1 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i1.1248

Abstract

Perkembangan pembangunan baik bangunan maupun infrasrtuktur sangat pesat. Ditambah program pembangunan dari pemerintah pada tahun belakangan ini yang meningkat drastis. Pembangunan tersebut membutuhkan batako untuk pemasangan dinding rumah maupun dinding pagar dan seiring dengan permintaan batako yang meningkat, tentu perlu adanya inovasi batako. Penambahan zat karbon pada pembuatan batako sebagai penambah material pasir dijadikan inovasi bahan tambahan. Maka diperlukan penelitian ini dibuat untuk mengetahui pengaruh zat karbon pada kuat tekan pada batako yang sesuai pada SNI 03-0349-1989 tentang bata beton untuk pasangan dinding. Pencampuran zat karbon dalam pembuatan batako adalah 0%, 5%, 10%, dan 15% dari berat pasir yang diperlukan, campuran semen yang digunakan: 25%: 70%:5% yang mengacu pada Pedoman Teknis yang dikeluarkan oleh Departement Pekerjaan Umum tahun 1986. Penelitian ini merupakan penelitian eksperimen dan bentuk cetakan Kubus berukuran 0,15 x 0,15 x 0,15m, sebanyak 12 buah untuk pengujian kuat tekan yang sudah dicampur dengan penambahan zat karbon. Pada umur 7 hari dilakukan pengujian sesuai syarat yang ditentukan dan kuat tekan batako harus memenuhi persyaratan mutu sesuai dengan SNI-03-0349-1989. Hasil uji kuat tekan Batako dilakukan memperoleh hasil kuat tekan batako normal sebesar 259,783 kg/cm2. Batako dengan campuran 5% mendapatkan hasil sebesar 352,893 kg/cm2. Campuran serbuk karbon aktif dengan 10% mendapatkan hasil kuat tekan tertinggi yaitu sebesar 393,293 kg/cm2. Maka dengan penambahan serbuk karbon sebesar 10% sebagai penambah agregat halus (pasir) merupakan pilihan yang tepat. Terjadinya penurunan kuat tekan benda uji 15% yang dikarenakan kurangnya pemadatan yang maksimal pada saat penelitian serta yang masih berusia 7 hari.
Analisa terhadap Penerapan Timeframe pada Perumahan Winner Flower House Punggur Edrick Ottoh Wijaya; Petrus Haryanto Wibowo; Usmanul Hayadi Umar
Journal of Civil Engineering and Planning (JCEP) Vol. 3 No. 1 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i1.1251

Abstract

This research will discuss about Winner Flower housing development The house which will later function as a residence, shop and apartment, and has facilities such as a club house and a swimming pool. This study aims to estimate the time for material procurement based on the time schedule for the construction project of the Punggur Flower House Winner. The method used to determine the estimated time is the conventional method, where the scheduling process is the scheduling process where the measurements are taken, in planning meetings, in measuring, and making scheduling times more regular and systematic. This research will discuss about Winner Flower housing development The house which will later function as a residence, shop and apartment, and has facilities such as a club house and a swimming pool. The estimated work plan for this project is 52 weeks and the realization of this project is 52 weeks. Thus it can be concluded that the processing time until the completion of the work is not delayed.

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