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FROPIL (Forum Profesional Teknik Sipil)
Published by Universitas Bangka Belitung
ISSN : 23382791     EISSN : 26211440     DOI : 10.33019/fropil
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
FROPIL (Forum Profesional Teknik Sipil) is a scientific journal of the Department of Civil Engineering, Bangka Belitung University, which is a medium of scientific communication to disseminate information and development of knowledge for researchers and practitioners in the field of Civil Engineering.
Arjuna Subject : -
Articles 149 Documents
 11   12   13   14   15 
EVALUASI KERUSAKAN JALAN LINTAS TIMUR DENGAN MENGGUNAKAN METODE BINA MARGA (Studi Kasus: Jalan Lintas Timur STA 10+000 – 11+000) Iqbal Abriansyah; Desy Yofianti; Revy Safitri
FROPIL (Forum Profesional Teknik Sipil) Vol 10 No 1 (2022): FROPIL (Forum Profesional Teknik Sipil)
Publisher : Jurusan Teknik Sipil Universitas Bangka Belitung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1018.81 KB) | DOI: 10.33019/fropil.v10i1.2969

Abstract

Jalan Lintas Timur (the East Highway) serves as an alternative road to divert traffic from the main Pangkalpinang-Sungailiat road. The East Highway is prioritized for industrial or heavy vehicles. The damaged road found in the East Highway’s STA 10+000 to STA 11+000 has reduced the ability to serve the traffic optimally. Therefore, a study on this road damage is imperative. Bina Marga Method is used for the road damage assessment (TP3JK No. 018/T/BNKT/1990). The road is divided into 20 segments, each 50 meters long. Road damage identification is carried out for each segment, untilizing several indicators consisting of level of damage, type of damage, and dimension of damage. The analysis result showed that the damage occurred in East Highway consists of rutting (1.967%), potholes (0.015%), raveling (13.283%), hair crack (0.078%), alligator crack (0.459%), edge crack (0.001%), slippage crack (1.399%), shoving (4.128%), and patching (78.669%). The assessment result of road condition in the East Highway has the average value of 5, with the average number of road damage of 13.6. The Priority Order obtained is 10, indicating that the road has mild damage. Therefore, to overcome the road damage on the East Highway, a routine maintenance program is needed. Key words: East Highway, road damage, bina marga method, road condition, priority order, maintenance program.
ANALISIS PERBANDINGAN HASIL PERHITUNGAN METODE CROSS DAN METODE KEKAKUAN PADA PORTAL EKUIVALEN Umar Suna; Kasmat Saleh Nur; Rahmani Kadarningsih
FROPIL (Forum Profesional Teknik Sipil) Vol 10 No 1 (2022): FROPIL (Forum Profesional Teknik Sipil)
Publisher : Jurusan Teknik Sipil Universitas Bangka Belitung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1113.255 KB) | DOI: 10.33019/fropil.v10i1.2987

Abstract

Umar Suna, 2022. Analisis Perbandingan Hasil Perhitungan Metode Cross dan Metode Kekakuan Pada Portal Ekuivalen. Program Studi S1 Teknik Sipil, Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Gorontalo. Pembimbing I, Kasmat Saleh Nur, S.T.,M.T. dan Pembimbing II, Dr. Rahmani Kadarningsih, S.T.,M.T. Metode perhitungan dalam perencanaan struktur sebuah bangunan memiliki konsep yang sama. Sebagai engineer dalam merencanakan struktur bangunan dihadapkan pada permasalahan dalam menentukan metode yang akan digunakan, sehingga menghasilkan perhitungan struktur yang efektif, efisien, dan aman. Analisis perbandingan antara metode Cross dan metode kekakuan dilakukan agar dapat memberikan gambaran perbedaan hasil kedua metode pada struktur simetris dan tidak simetris. Penelitian ini dilakukan pada portal ekuivalen dengan 3 variasi bentang dengan beban yang digunakan adalah beban gravitasi. Analisis dilakukan menggunakan metode kekakuan dan metode Cross pada setiap portal. Hasil dari kedua metode pada masing-masing portal dilihat perbandingannya. Dalam hasil analisis yang dilakukan, pada portal ekuivalen yang simetris metode kekakuan hasilnya lebih besar dari metode Cross pada struktur eksterior dan metode Cross hasilnya lebih besar dari metode kekakuan pada struktur interior. pada portal ekuivalen yang tidak simetris perbandingannya hampir sama dengan portal ekuivalen yang simetris tetapi terdapat perbedaan pada kolom interior yaitu pada elemen CG dan GK dimana pada portal 2 momen metode Cross jauh lebih besar hingga 152,9% pada elemen CG dan 75,1% pada elemen GK dibanding metode kekakuan sedangkan pada portal 3 momen dari metode kekakuan jauh lebih besar hingga 332,76% pada elemen CG dan 247,79% pada elemen GK dibanding metode Cross.
ANALISIS KETERSEDIAAN AIR DAN KEANDALAN KULONG PL KECAMATAN PANGKALAN BARU MENGGUNAKAN MODEL SARIMA DAN SOR Sisillia Jesika Pririzki; Adriyansyah Adriyansyah; Hendy Stevanus; Rohil Agatha Lusia
FROPIL (Forum Profesional Teknik Sipil) Vol 10 No 1 (2022): FROPIL (Forum Profesional Teknik Sipil)
Publisher : Jurusan Teknik Sipil Universitas Bangka Belitung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1567.59 KB) | DOI: 10.33019/fropil.v10i1.3019

Abstract

Air Mesu Village and Jeruk Village are two villages located in Pangkalan Baru District, Central Bangka Regency, Bangka Belitung Islands Province. The number of residents in the village increases every year, so that causes problem, the problem is needs of clean water will be increas. The solution to this problem is to use Kulong PL water as a source of raw water to meet the needs of clean water in Air Mesu Village and Jeruk Village. To ensure the availability of Kulong PL water is able to meet the needs of clean water in Air Mesu Village and Jeruk Village, a prediction will be made for the next 10 years, starting from 2021 to 2030. From the analysis results, the best model for predicting is SARIMA (0 ,0,0)(1,1,0)12 . Based on the SOR analysis, the best option in using Kulong PL is to focus on one village only. If the use of Kulong PL likes 100% then the permitted use is 3,06 l/det. As for Jeruk Village, Kulong PL is able to supply 100% of the needs with a 99% weight level.
PENGARUH MUKA AIR TANAH TERHADAP PENURUNAN FONDASI TELAPAK BUJUR SANGKAR KOTA GORONTALO Ria Defriyanti Ali; Indriati Martha Patuti; Fadly Achmad
FROPIL (Forum Profesional Teknik Sipil) Vol 10 No 2 (2022): FROPIL (Forum Profesional Teknik Sipil)
Publisher : Jurusan Teknik Sipil Universitas Bangka Belitung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33019/fropil.v10i2.3038

Abstract

Penelitian ini bertujuan untuk menganalisis penurunan fondasi telapak bujur sangkar di beberapa kecamatan di Kota Gorontalo dengan memperhitungkan kondisi muka air tanah. Kota Gorontalo merupakan daerah yang saat ini semakin berkembang di Provinsi Gorontalo. Dampak dari hal tersebut yaitu terjadi penambahan gedung. Lokasi penelitian yaitu di Kecamatan Dungingi, Kecamatan Kota Barat, dan Kecamatan Sipatana Kota Gorontalo. Data yang digunakan yaitu data primer berupa data tinggi muka air tanah dan sebagian data tanah di Kecamatan Kota Barat, Kecamatan Sipatana, dan Kecamatan Dungingi. Data yang digunakan berupa data primer yaitu data tinggi muka air tanah dan data karakteristik tanah. Analisis penurunan perangkat lunak GEO5. Nilai penurunan terendah terletak di Kecamatan Kota Barat nilai penurunan pada perhitungan terendah terletak di Kecamatan Kota Barat pada kondisi asli z>B sebesar 49,60 mm < 65 mm dan kondisi muka air rencana (dw > Df) sebesar 50,60 mm < 65 mm sedangkan yang tertinggi di Kecamatan Sipatana dengan kondisi asli sebesar (z<B) 641,00 > 65 mm dan kondisi (dw > Df) sebesar 631,50 mm > 65 mm.
ANALISIS KERUSAKAN JALAN BERDASARKAN METODE BINA MARGA DAN DAMPAKNYA TERHADAP PENGGUNA (STUDI KASUS : JALAN NASIONAL LINTAS TIMUR SIMPANG PANGAT STA.0+000 S.D STA.3+000) Dedek Syariah; Fadrizal Lubis; Alfian Saleh
FROPIL (Forum Profesional Teknik Sipil) Vol 10 No 2 (2022): FROPIL (Forum Profesional Teknik Sipil)
Publisher : Jurusan Teknik Sipil Universitas Bangka Belitung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33019/fropil.v10i2.3042

Abstract

The East Cross National Road Simpang Pangat is a road network for the distribution of goods and services (international activities). This study was conducted with the aim of knowing the types of damage that occurred by observing the condition of the pavement directly and distributing questionnaires to 50 respondents, using the Binamarga method. Based on the results of road damage, the types of damage are longitudinal cracks, holes, corner breaks, surface texture damage, patches and height differences to the shoulder, with the priority order number obtained, namely number 2 from the UP range 0-7 then the value 2 is included in the category weight and must be included in the increase, while the results of the influence using the Likert scale method obtained a figure of 83.2% for road users and 84.0% for the community around the road and it is confirmed again by using the data on the effect of road damage on the community and road users using the SPSS application, the average value obtained from the questionnaire data is: 3.76 and falls into the category of Hight Interpretation with a standard deviation of 1.287 where the road must be repaired.
KUALITAS LAYANAN BANDAR UDARA INTERNASIONAL SULTAN HASANUDDIN TERHADAP PENGEMBANGAN PARIWISATA DI PROVINSI SULAWESI SELATAN Milawaty Waris
FROPIL (Forum Profesional Teknik Sipil) Vol 10 No 2 (2022): FROPIL (Forum Profesional Teknik Sipil)
Publisher : Jurusan Teknik Sipil Universitas Bangka Belitung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33019/fropil.v10i2.3126

Abstract

The development of air transportation activities around the world has increased the demand for airport services and for more efficient aircraft, passenger or baggage service processes. The airport is a key artery for the development of a nation. As time goes by, in the era of Society 5.0, means of transportation are growing and following technological developments. This study aims to determine how big the relationship between the quality of air transportation services at Sultan Hasanuddin International Airport on tourism development in South Sulawesi Province. In this study, path analysis was used with the help of the SPSS 25 software program through primary and secondary data collection. Based on the results of the analysis, the number of respondents as many as 100 respondents who participated in filling out the questionnaire, obtained the standard deviation value of each variable for waiting rooms of 5.143, for parking spaces of 3,775, for artificial tourism exploration parks of 3,401 and for tourism development of 5,839. The results of the correlation analysis test show that Ho is accepted while H1 is not accepted. correlation analysis obtained the value of r on the correlation ryx1x2x3 of 0.923. The value of r 0.923 0.837 indicates that the level of relationship between the three variables has a very strong relationship. In the sense that the variable passenger waiting room (X1), parking space (X2), and an artificial exploration park at the airport (X3) have assumptions that are simultaneously and significantly related to the tourism development variable (Y)
ANALISIS EVALUASI INDIKATOR KINERJA 'PELABUHAN HIJAU' Andi Ningrat
FROPIL (Forum Profesional Teknik Sipil) Vol 10 No 2 (2022): FROPIL (Forum Profesional Teknik Sipil)
Publisher : Jurusan Teknik Sipil Universitas Bangka Belitung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33019/fropil.v10i2.3128

Abstract

The concept of sustainable port development is becoming increasingly important to apply due to abnormal conditions of global environmental change. This is because the port has an important role in the economic development of a country. To overcome environmental pollution originating from the construction and operation of ports, the concept of a “green” Port is a solution. Therefore, many researchers have studied the effect of “green” Port performance indicators with various approaches. This analysis focuses on evaluating “green” Port performance indicators based on a literature study. These studies were conducted in several countries, such as: China, Taiwan, Egypt, England, Singapore, and Turkey using a scoring system that combines AHP and fuzzy methods. The results show that all “green” Port performance indicators can be grouped into the following criteria: 1) air pollution management, 2) solid waste pollution management, 3) liquid waste pollution management, 4) air pollution management, 5) marine habitat protection, 6) Port staff management training, and 7) promotion of the “green” Port concept.
MANAJEMEN BAJA TULANGAN DENGAN METODE JUST IN TIME DENGAN KOMBINASI BAR BENDING SCHEDULE (STUDI KASUS PROYEK PEMBANGUNAN GEDUNG X PROVINSI JAWA BARAT) Atania Qatrannada; Faris Fadhlurrahman; Rahmi Hidayati; Merley Misriani; Desmon Hamid
FROPIL (Forum Profesional Teknik Sipil) Vol 10 No 2 (2022): FROPIL (Forum Profesional Teknik Sipil)
Publisher : Jurusan Teknik Sipil Universitas Bangka Belitung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33019/fropil.v10i2.3306

Abstract

The application of material management, especially reinforcing steel is very important because it can determine the success of a construction project. This study uses data on the X building construction project such as DED, schedule, and logistics data. The purpose of this study was to analyze the application of reinforcing steel management using the Just In Time method. In calculating the quantity of reinforcing steel in this study, assisted by the Bar Bending Schedule. The results of the analysis obtained the quantity of reinforcing steel for the 3rd floor is for D10 as many as 5888 bars, D13 as many as 539 rods, D16 as many as 2176 rods, D19 as many as 1363 rods, D22 as many as 772 rods, and D25 as many as 51 rods. As for the 4th floor, there are 5740 bars of D10 steel, 525 bars of D13, 2012 of D16, 1359 of D19 88, 732 of D22, and 49 of D25. After calculating the cost, we get the cost of reinforcing steel for the 3rd floor is Rp1,380,376,857.80 and for the 4th floor is Rp1,333,301,299.20. This study concludes that the Just In Time method can be applied in reinforcing steel management which is adapted to the characteristics of the X building project. In addition, the use of a bar bending schedule is very effective and efficient compared to the conventional method of planning the use of the remaining pieces of reinforcing steel so that it can be profitable in terms of time.
ANALISIS PENGARUH PENAMBAHAN SIKAMENT-LN DENGAN VARIASI PERSENTASE TERHADAP NILAI SLUMP DAN KUAT TEKAN BETON BERDASARKAN METODE PERAWATAN BETON Riris Nur Anisah; Yudhi Arnandha; Anis Rakhmawati
FROPIL (Forum Profesional Teknik Sipil) Vol 10 No 2 (2022): FROPIL (Forum Profesional Teknik Sipil)
Publisher : Jurusan Teknik Sipil Universitas Bangka Belitung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33019/fropil.v10i2.3396

Abstract

Concrete is in great demand because it has good compressive strength. The compressive strength of the resulting concrete is sometimes smaller than the planned compressive strength. Many efforts have been made to fix these problems, one of which is by adding additional materials. In addition to additives, the implementation process of making concrete also have an effect. One of the implementation processes is concrete treatment. In this study, the added material used was Sikament-LN with variations of 0%, 1%, and 2% of the cement weight. The treatment method used is soaking in water and wrapping plastic. Mix planning using the ACI method. The manufacture and testing of test objects is carried out at the Structural Laboratory, Department of Civil Engineering, Faculty of Engineering, Tidar University. The results of the research on the compressive strength of concrete with variations of Sikament-LN 0%, 1%, and 2% by immersing in water were 19.63 MPa, 25.10 MPa, and 26.16 MPa. The compressive strength of concrete with variations of Sikament-LN 0%, 1%, and 2% with plastic wrapping method was 23.43 MPa, 23.16 MPa, and 27.80 MPa. This study concluded that the highest compressive strength of concrete was obtained with the addition of Sikament-LN 2% and the effective method of treating concrete used was the method of immersing in water because the compressive strength of concrete was higher than the plastic wrap treatment method. Key words: concrete, compressive strength, treatment, sikament-LN
ANALISIS KARAKTERISTIK & KEBUTUHAN LAHAN PARKIR KENDARAAN DI TRANSMART CILEGON, KOTA CILEGON Rindu Twidi Bethary; Dwi Esti Intari; Arief Budiman; Aprilia Maharani
FROPIL (Forum Profesional Teknik Sipil) Vol 10 No 2 (2022): FROPIL (Forum Profesional Teknik Sipil)
Publisher : Jurusan Teknik Sipil Universitas Bangka Belitung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33019/fropil.v10i2.3410

Abstract

Transmart Cilegon is a modern shopping center located in Banten province. The Transmart Cilegon parking area was built as a mall parking space (off street parking). The use of available parking spaces is not always optimal, but depends on peak hours. In an effort to deal with this problem, it is necessary to provide sufficient parking space and determine the right parking model.The purpose of this study was to determine the characteristics of parking and to determine the design and need for vehicle parking spaces in the Transmart Cilegon parking area by collecting primary data through field observations and processed using Microsoft Excel. The parking characteristics at Transmart Cilegon experienced the maximum volume and the highest parking index on Saturday, February 26, 2022 with 146 cars with an index of 12.969% and 167 motorcycles with an index of 14.236%, and peaked accumulation at 16.00-16.59. The average duration for cars is 2.53 hours and motorbikes is 2.60 hours with a turnover rate of 0.802 vehicles/SRP for cars and 0.790 vehicles/SRP for motorbikes. Judging from the characteristics of the parking space, the need for available parking spaces at Transmart Cilegon is still adequate or the parking index is below 100%.

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