cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Tri Widya Swastika
Contact Email
tri.widyaswastika@sipil.pnj.ac.id
Phone
+6221-7270036
Journal Mail Official
camjournal.sipil@pnj.ac.id
Editorial Address
Jl. Prof. DR. G.A. Siwabessy, Kukusan, Kecamatan Beji, Kota Depok, Jawa Barat 16424
Location
Kota depok,
Jawa barat
INDONESIA
Construction and Material Journal
Published by Politeknik Negeri Jakarta
ISSN : -     EISSN : 26559625     DOI : https://doi.org/10.32722/cmj
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Construction And Material adalah jurnal Teknik Sipil yang mencakup bidang keahlian Dasar Teknik, Struktur, Material, Manajemen Konstruksi, Tata Laksana, Transportasi, Sumber Daya Air dan Lingkungan, Geoteknik, Pengukuran dan Jalan Raya. Jurnal ini diperuntukkan bagi mahasiswa, pengajar, dan masyarakat luas yang ingin mempublikasikan karya ilmiahnya dan belum pernah dipublikasikan dimanapun. Jurnal ini terbit secara berkala, tiga kali dalam setahun (Maret, Juli, dan November). - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Construction And Material Journal is one of journals in the discipline of Civil Engineering from vocational school, covering basic of Civil Engineering; Structure, Material Technology, Construction Methods, Construction Management, Water Resources and Environmental Engineering, Geotechnical Engineering, Surveying and Highway Engineering. This journal is intended for engineering student, lecturer, professional and engineering assosiation member in civil works, and other community in Civil Engineering. The journal offers the Authors to publish their paper works in the Civil Engineering from their research result, work experience, etc and never published it in elsewhere. The journal issues would be published in three times a year (March, July and November). - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 168 Documents
 11   12   13   14   15 
PENERAPAN MANAJEMEN RISIKO PADA PROYEK KONSTRUKSI GEDUNG (Studi Kasus Proyek Apartemen Apple 3 Condovilla – Jakarta Selatan) Muhammad Alfanny Setiawan; I Ketut Sucita; Bayu Sarwono
Construction and Material Journal Vol. 3 No. 3 (2021): Construction and Material Journal Vol. 3 No. 3 November 2021
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/cmj.v3i3.4132

Abstract

The high complexity, the large workload, and the quite limited implementation time make apartment projects bound for uncertainty that poses various risks. Risk is a combination of the probability of an event and the consequences of the event, where the consequences that arise can be positive and negative and can affect the achievement of project targets. Therefore, it is necessary to conduct research in the form of identifying, assessing, analysing the risks that may occur in the project, and planning the responses of these risks. This research aims to find out how big the risks that occur in the project and the response to the dominant risks in the project. This research was descriptive and used qualitative risk analysis methods. Respondents in this research were directors, managers and engineers from the contractors, consultants and owners who are responsible for project implementation. Data were collected by distributing questionnaires and interviews.  The data analysis method used the severity index (SI) and the probability and impact matrix. The results of the analysis show that based on the 40 identified risks, when viewed from the cost aspect, there are 2 low risks, 17 moderate risks and 21 high risks. When viewed from the time aspect, there are 16 moderate risks and 24 high risks. When viewed from the quality aspect, there are 6 low risks, 25 moderate risks and 9 high risks. The risk responses are given to the dominant risks, namely those with a high category to the three aspects (Cost, Quality and Time), two aspects, or one aspect. Based on the 30 dominant risk variables, 16 risk variables were responded by reducing them, while the other 14 risk variables were responded by avoiding them. Keywords: Apartment Project, Risk Analysis, Risk Response.
ANALISIS STABILITAS LERENG MENGGUNAKAN APLIKASI PLAXIS 8.2 DENGAN PERKUATAN DINDING PENAHAN TANAH Mohammad Edo Kusuma Adji; Putera Agung Maha Agung
Construction and Material Journal Vol. 3 No. 3 (2021): Construction and Material Journal Vol. 3 No. 3 November 2021
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/cmj.v3i3.4150

Abstract

The high embankment is one of the most common problems in toll road construction projects. Embankment aims to equalize the ground elevation. Higher the embankment, the greater the load will be received by the subgrade. So, it is necessary to analyze the stability of the embankment to determine condition of stability and some important safety factor (SF) values. Slope stability planning was carried out using reinforced retaining wall with a height of 9,5 m and a width of 5,7 m. Soil foundation type was cohesive soil (clay) and the embankment soil type used non-cohesive soil (sandy). Several SF values are obtained by using Plaxis 8.2, such as: the safety factor (SF) of slope stability without and with reinforcements are 1,23 and 1,59, respectively; SF of shear stability is 2,24; SF of overturning stability of 2,1; and SF of bearing capacity is 3,36. Keywords: Plaxis 8.2, Retaining Wall Stability, Slope Stability.
ANALISIS HARGA SATUAN PEKERJAAN PELAPISAN ULANG AC-WC RUAS TOL JAGORAWI Annisa Oktarianty Putri; Nuzul Berkah Prihutomo; Edy Pramono
Construction and Material Journal Vol. 3 No. 3 (2021): Construction and Material Journal Vol. 3 No. 3 November 2021
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/cmj.v3i3.4152

Abstract

Asphalt Concrete Wearing Course (AC-WC) resurfacing work in the cost planning stage needs to be done properly and thoroughly so as not to suffer a loss because this project is a construction project that is done repeatedly every year. In planning the Work Unit Price Analysis estimator refers to the PUPR Guidelines 2016 and the planning of the preparation of bid prices from previous years. It's just in every method of planning will experience changes due to adjustment of conditions in the actual. This research discusses whether both Unit Price Analysis planning methods have cost efficiency against unit prices in the actual or not. This research was conducted by observing and collecting data directly, in the form of processing the operating time of heavy equipment used, namely: Dump Truck, Asphalt Finisher, Tandem and Tire Roller and this research analyzed by processing the value of the unit price coefficient in accordance with the calculation of PUPR guidelines 2016 and offers. Then a comparative analysis was conducted between Unit Price Analysis planning and the actual. The results showed that the Unit Price Analysis planning bid method experienced a cost efficiency of 6.4% against Unit Price Analysis in actual and planning with the PUPR guidelines 28/2016 experienced an efficiency of 8.25% against Unit Price Analysis in the actual. So, it has the possibility that with both planning methods still provide an advantage for estimators with the efficiency of the unit price coefficient value of the actual approach. Keywords: AC-WC, Actual Unit Price Analysis, Unit Price Analysis Offers, PUPR 2016 Guidelines.
ANALISIS PRODUKTIVITAS ALAT PANCANG HYDRAULIC STATIC PILE DRIVER UNTUK MENINGKATKAN KINERJA WAKTU PADA PROYEK APARTEMEN APPLE 3 CONDOVILLA Melati Puspitasari; Afrizal Nursin
Construction and Material Journal Vol. 3 No. 3 (2021): Construction and Material Journal Vol. 3 No. 3 November 2021
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/cmj.v3i3.4162

Abstract

The selection of work methods is very important, especially inthe deep pilling installation methode. Hydraulic Static Pile Driver (HSPD) piling equipment is selected since the method uses static pressure without negative impacts (noise and vibration) for residents around the project during piling process. However, it needs to find out effective and efficient levels, and also productivity of this method. This paper will discuss the productivity and some strategies to improve duration level of pilling equipment for Apple 3 Condovilla apartment project. From analysis, it was found that the productivity value was less than one (<1) for day 2 and 4. Several factors affect the productivity of the piling equipment, such as: late start or early quits on the schedule; equipment damage, worker skills, material production, material mobilization, location of pile material, and the final set of piling. Some strategies can be performed to improve duration, such as: workers coordination workers, periodic equipment maintenance, production, mobilization, and placement of materials. Keywords: Hydraulic Static Pile Driver, Pilling, Productivity.
ANALISIS TINGKAT PELAYANAN (LEVEL OF SERVICE) PEJALAN KAKI PADA RUAS JALAN DRAMAGA KOTA BOGOR Mega Khoirul Amri; Eko Wiyono
Construction and Material Journal Vol. 3 No. 3 (2021): Construction and Material Journal Vol. 3 No. 3 November 2021
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/cmj.v3i3.4166

Abstract

As a result of the high volume of pedestrians around Dramaga Street, Bogor City (in the morning, afternoon, and evening) causing conflicts between pedestrians in the area. These conflicts occur both among pedestrians, and pedestrians with the motor vehicle. This research aims to analyze the pedestrian level of service (LOS), pedestrian characteristics, pedestrian facilities, and develop a pedestrian design applied to these roads. The method used in this study is a survey of pedestrian volume and direct observation of pedestrian characteristics, then analyzed based on the lever of service. The results show that the level of service on this section has LOS (level of service) A to LOS (level of service) B, with the sidewalk segment in front of Bogor Station having the lowest level of service. Based on individual characteristics, there are differences in the speed of each pedestrian. The analysis show facility segment in front of Bogor Station has the most shortcomings/at least according to the regulations. The development of the pedestrian path design follows the regulation of the Minister of Public Works No: 03/PRT/M/2014 and adapts it to the existing conditions. Keywords: Pedestrian Path Design, Pedestrian Facilities, Pedestrian Characteristics, Level of Service.
ANALISIS STRUKTUR GEDUNG TAHAN GEMPA DENGAN METODE SISTEM GANDA (DUAL SYSTEM) Hendra Hendra; Lio Varan Zulkarnaen; Indah Rosanti; Rona Ariyansyah
Construction and Material Journal Vol. 3 No. 3 (2021): Construction and Material Journal Vol. 3 No. 3 November 2021
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/cmj.v3i3.4205

Abstract

Most parts of Indonesia are earthquake prone areas with medium and high intensity. In the process of constructing the building, it needs to pay attention to several aspects. One of it is the effect of the earthquake. Earthquakes always attack the joint structure so that the structure needs to be designed using the moment-bearing frame system method with the concept of strong columns and weak beams combined with shear walls, so that the building can muffle earthquake vibrations. The building of Lidra Hotel, located on Raya Sedau Street, Samudera Indah beach, Sungai Raya Kepulauan sub-District, Bengkayang Regency, West Kalimantan Province. The building consists of 17 floors with a height of 67 meters from the ground, reinforced concrete structure. Based on the results of the Standard Penetration Test, this building will be builded on medium ground (SD site class) and included in the Seismic Design Category (KDS) D, then the calculation of this building uses the Special Moment Resistant Frame System (SRPMK) combined with a shear wall, so it is called the Dual System Method. Earthquake load planning uses the 2017 Indonesia Earthquake Map using the spectrum response method according to SNI 1726-2019. Calculation of loading according to SNI 1727-2020 and PPPURG 1987, structural concrete requirements for buildings according to SNI 2847-2019, calculation of structural steel roof according to SNI 1729-2020. Based on the calculation of the roof some results were obtained the size of the column and the truss size IWF 148.100.6.9mm, CNP gording 150.50.20.3,2mm, 1 type of plate 130mm;  2 types of beams 350mm/700mm and 300mm/600mm;  4 types of columns, K1 1200mm x 600mm, K2 800mm x 800mm K3 1000mm x 500mm, and K4 700mm x 700mm;  1 type of shear wall 300mm;  ladder plate and balustrade 130mm; 4 types of foundation 3600mm x 3600mm x 700mm – spun pile 9 D 600mm;  1500mm x 1500mm x 400mm – spun pile 4 D 350mm;  3000mm x 3000mm x 500mm – spun pile 9 D 500mm;  7600mm x 5600mm x 1000mm – spun pile 12 – 800mm. Keywords: Building Structure, Earthquake Resistance, Dual System, Spectrum Response.
PENILAIAN KERENTANAN BANGUNAN DI KABUPATEN MANOKWARI SELATAN AKIBAT GEMPA BUMI Yoga Charol Vincenthius Tethool; Indra Birawaputra; Mayang K. F. Putri; Natalia E. Safkaur; Veronika Y. Ohoilulin; Geraldo R. Rombe
Construction and Material Journal Vol. 3 No. 3 (2021): Construction and Material Journal Vol. 3 No. 3 November 2021
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/cmj.v3i3.4232

Abstract

Earthquake is a natural occurrence in which energy is released and propagated from the earth to the ground surface. The effects of the earthquakes include failure of building, landslides, tsunamis and so on. Mitigation actions are required to reduce the number of people killed or injured as a result of earthquakes. Assessing the vulnerability of buildings to earthquakes is one of the mitigation efforts. The Hazus Method is used to assess the vulnerability of a building. This method requires information such as: building typology and seismic activity at the location to be studied. The goal of this study is to assess the level of earthquake susceptibility based on the structure type in Manokwari Selatan Regency. Concludingly, the building typology in Manokwari Selatan Regency will be divided into five categories of vulnerability, specifically: no damage, light damage, moderate damage, major damage, and collapse. Based on observations, there are several typologies of the existing buildings in the Manokwari Selatan Regency, namely: wooden light frames (W1), Steel Moment Frame (S1L), Concrete Moment Frame C1L) and Reinforced Masonry Bearing (RM1L). The results of the analysis show that the typology Steel Moment Frame (S1L) has the possibility of light, moderate, heavy damage, collapse and no damage, respectively 7.13%, 32.66%, 39%, 18.13%, and 3.07%; the typology Concrete Moment Frame (C1L) are 8.39%, 34.91%, 36.84%, 16.35%, and 3.51% respectively; the typology wooden light frames (W1) are 18.16%, 47.89%, 21.18%, 10.03%, and 2.74%; the typology Reinforced Masonry Bearing (RM1L) has a probability of 10.76%, 34.45%, 36.06%, 13.14%, and 5.59%. Keywords: Earthquake, Building Typology, Building Vulnerability, Hazus Method.
ANALISIS KEBUTUHAN PARKIR PENGEMBANGAN RUMAH SAKIT ACHMAD MOCHTAR BUKITTINGGI Bayu Budi Irawan; Yossyafra Yossyafra; Momon Momon
Construction and Material Journal Vol. 3 No. 3 (2021): Construction and Material Journal Vol. 3 No. 3 November 2021
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/cmj.v3i3.4259

Abstract

Achmad Mochtar Hospital (RSAM) Bukittinggi is conducting to develop the Community’s needs for health services. The service development is carried out by adding more patient beds. This will certainly have an impact on the need for available parking spaces at the hospital. Based on increased number of patients, it is necessary to analyze the parking needs at the RSAM. The purpose of this study is to identify the volume of parking vehicles, parking accumulation, and the capacity of available parking spaces, as well as to evaluate the parking space requirements in the Hospital area. Data were collected by surveying parking locations in the Hospital area. The analysis method used the Technical Guidelines for the Implementation of Parking Facilities issued by the Director General of Land Transportation Number: 272/HK.105/DRJD/96. Based on the survey results, the highest parking volume in segment 1 is 25 units of private cars and 3 motorcycles, in segment 2 is 11 units of private cars and 14 units of motorcycles, and segment 3 is 14 units of private cars and 37 units of motorcycles and 3 units of non-motorized vehicles. The accumulation of parking for segment 1 is 109 vehicles (10.00 WIB), segment 2 is 98 vehicles (10.45 WIB) and segment 3 is 215 vehicles (11.45 WIB). The parking space capacity in the Hospital area is 152 SRP for a car or the equivalent of 108 SRP (Parking Space Unit) for a private car (80 SRP Off-street and 28 SRP On-street) and 310 SRP for a motorcycle (270 SRP Off-street and 40 SRP On-street). The addition of a new Emergency Room for public service activities (6,000 m2) causes an additional need for 90 SRP private car parking Based on the comparison between the availability and the need for parking, it is found that there is a shortage of parking space of 70 SRP at the hospital parking area. It can be optimized in segment 1, namely the location of the Emergency Room and Ambun Pagi. Keywords: Hospital Parking Area, Parking Volume, Parking Capacity.
ANALISIS PENGARUH KENDARAAN ODOL TERHADAP TINGKAT KECELAKAAN DI JALAN TOL Enggar Oktarinda; Nuzul Barkah Prihutomo; Eka Olivia Maulani
Construction and Material Journal Vol. 4 No. 1 (2022): Construction and Material Journal Vol. 4 No. 1 Maret 2022
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/cmj.v4i1.4151

Abstract

Semarang ABC toll road is an inner-city toll road of Semarang connecting the West, East, and South areas of Semarang City. The toll road is a crucial road for land transportation in Java and yet passed by many overloaded and over-dimension vehicles. Overloaded and over-dimension vehicles (ODOL) on toll roads is categorized as a traffic violation that harms various parties such as disrupting the smooth traffic flow due to low speeds and affecting toll road maintenance costs due to ODOL vehicle loads, and Accident rates involving overloaded vehicles. This study aims to examine the effect of ODOL vehicles on the Accident rate on toll road. The study used a regression test with SPSS software. The results of the study show there is an influence between ODOL vehicles and the level of traffic accidents on toll road by 32%. From the JM Digimap application, case studies of accidents involving ODOL vehicles on toll road can disrupt the smooth traffic flow and reduce the average passing speed by up to 12%. Keywords: Accident Rates, Over-dimension, Overloading, Traffic Violation.
ANALISIS UMUR SISA DAN TEBAL PERKERASAN JALAN TOL AKIBAT BEBAN BERLEBIH Ahmad Ahlan Hidayah Ahmad Gumelar; Nuzul Barkah Prihutomo; Danang Eko Saputro
Construction and Material Journal Vol. 4 No. 1 (2022): Construction and Material Journal Vol. 4 No. 1 Maret 2022
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/cmj.v4i1.4155

Abstract

Toll Road is an important instrument in people's lives because it can shorten travel time, cut travel costs, economic growth in the area. This makes the Toll Road the main choice for people to travel. The economic growth of an area causing the growth of industrial estates is in line with the growth of vehicles and the vulnerability of vehicles that are classified as excessive loads. Jakarta-Cikampek toll road passes through an industrial area that allows overload vehicles pass the section. Excessive load vehicles will damage the road and reduce the life of previously designed plans. This study aims to find out the impact caused by excessive load vehicles on the age of the road plan and evaluate the need for thick road pavement due to excessive load vehicles. Based on the calculation of the remaining age of the pavement obtained the results for vehicle overload by 3.21% with the remaining life of the pavement by 6 months. Meanwhile, for the remaining age in vehicle overload group 6B in 2032 by 3.48%. Then for the calculation of the thickness of the pavement needed obtained a result of 35 cm. Based on these results, it can be concluded that excessive vehicles have an impact on the pavement of the toll road. Keywords: Excessive Load Vehicles, Pavement Thickness, The Lifespan of Pavement.

Page 13 of 17 | Total Record : 168

 11   12   13   14   15 

Filter by Year

2019 2023


Reset
Filter By Issues
All Issue Vol. 5 No. 2 (2023): Construction and Material Journal Vol. 5 No. 2 Juli 2023 Vol. 5 No. 1 (2023): Construction and Material Journal Vol. 5 No. 1 Maret 2023 Vol. 4 No. 3 (2022): Construction and Material Journal Vol. 4 No. 3 November 2022 Vol. 4 No. 2 (2022): Construction and Material Journal Vol. 4 No. 2 Juli 2022 Vol. 4 No. 1 (2022): Construction and Material Journal Vol. 4 No. 1 Maret 2022 Vol. 3 No. 3 (2021): Construction and Material Journal Vol. 3 No. 3 November 2021 Vol. 3 No. 2 (2021): Construction and Material Journal Vol. 3 No. 2 Juli 2021 Vol. 3 No. 1 (2021): Construction and Material Journal Vol. 3 No. 1 Maret 2021 Vol. 2 No. 3 (2020): Construction and Material Journal Vol. 2 No. 3 November 2020 Vol 2, No 3 (2020): CONSTRUCTION AND MATERIAL JOURNAL VOL. 2 NO. 3 NOVEMBER 2020 Vol 2, No 2 (2020): CONSTRUCTION AND MATERIAL JOURNAL VOL. 2 NO. 2 JULI 2020 Vol. 2 No. 2 (2020): Construction and Material Journal Vol. 2 No. 2 Juli 2020 Vol. 2 No. 1 (2020): Construction and Material Journal Vol. 2 No. 1 Maret 2020 Vol 2, No 1 (2020): CONSTRUCTION AND MATERIAL JOURNAL VOL. 2 NO. 1 MARET 2020 Vol. 1 No. 3 (2019): Construction and Material Journal Vol. 1 No. 3 November 2019 Vol 1, No 3 (2019): CONSTRUCTION AND MATERIAL JOURNAL VOL. 1 NO. 3 NOVEMBER 2019 Vol 1, No 2 (2019): Construction and Material Journal Vol. 1 No. 2 Juli 2019 Vol. 1 No. 2 (2019): Construction and Material Journal Vol. 1 No. 2 Juli 2019 Vol 1, No 1 (2019): Construction and Material Journal Vol. 1 No. 1 Maret 2019 Vol. 1 No. 1 (2019): Construction and Material Journal Vol. 1 No. 1 Maret 2019 More Issue