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Analisa Jenis-Jenis Kerusakan Jalan Flexible Pavement Pada Ruas Jalan Di Kota Bengkulu Edito Dwiantoro
MAJALAH TEKNIK SIMES Vol 15 No 2 (2021): Juli 2021
Publisher : UNIVERSITAS PROF. DR. HAZAIRIN, SH BENGKULU

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (969.93 KB) | DOI: 10.32663/simes.v15i2.2070

Abstract

Roads are an important asset because of their enormous value and very strategic role in development, so they must be properly maintained in order to function as expected. As it ages, a pavement will experience a decrease in conditions due to continuous traffic loads and other factors such as temperature and changing weather. An indication of a deterioration in road conditions is damage to the pavement surface. For this reason, road maintenance techniques are needed so that the road is always functioning at all times. Proper maintenance will provide the desired service life. Conversely, if maintenance is not carried out properly it can cause the road to break down quickly. In this study, the authors conducted research on one of the roads in the city of Bengkulu, namely Jalan Kalimantan Merpati 17 Rawa Makmur, Bengkulu City. To identify road damage using the PCI (Pavement Condition Index) method and to determine the level and type of road damage. The method of data collection is by conducting a direct survey to the location of the study which aims to find out the initial data description of the types of damage and recording of the pavement surface which is then carried out by the researcher for the evaluation of the level of damage to the road from the first source, observed, researched, and recorded for the first time by the researcher. alone. In this study, the data to be taken are: the types of pavement surface damage that occurred, the area of damage to the point of damage, the level of damage, photos of road pavement surface damage documentation. The results of this research are the types of damage that commonly occur on the Kalimantan Merpati 17 Rawa Makmur road section in Bengkulu City are edge cracking, weathering and ravelling, potheles, bumps and evaluation. Damage to segment 1 of the road segment Kalimantan Merpati 17 Rawa Makmur Bengkulu City gave results in the form of the average PCI (Pavement Condition Index) value in segment 1 of the road segment Kalimantan Merpati 17 Rawa Makmur Bengkulu City was 78.7 with very good condition (very good) .
Analisa Kebutuhan Parkir Edito Dwiantoro
MAJALAH TEKNIK SIMES Vol 9 No 2 (2015): Majalah Teknik Simes
Publisher : UNIVERSITAS PROF. DR. HAZAIRIN, SH BENGKULU

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (300.404 KB)

Abstract

With the increasing number of vehicle users in Bengkulu City View Tower, the Tower View should provide a large parking area to accommodate the existing vehicle. If the vehicle parking problem needs not addressed, it can lead to kesemerawutan in the neighborhood, of course, this can interfere with existing teaching and learning. The purpose of this research is to evaluate the characteristics of the park (accumulation, volume, turnover rate, and parking index), as well as the needs of vehicle parking spaces View Tower in the city of Bengkulu. The research method is a survey of parking duration that is the way to record the number and timing of vehicles entering and exiting the parking area View Tower City of Bengkulu, the main reference used for parking survey redacted from the Directorate General of Land Transportation's decision No. 72 / Hk.105 / DJRD / 98 planning and operator of parking facilities. The study was conducted over two days, namely: Saturday, May 2, 2015, Sunday, May 3, 2015, Saturday, May 9, 2015 and Sunday, May 10, 2015 from 08: 00-14: 00 pm. Based on the results of the survey and data analysis parking maximum volume occurred on Sunday, May 3, 2015. Accumulated maximum parking occurs on a day Saturday, May 2, 2015 car parking areas as many as 13 vehicles / 60 minutes, and the motorcycle parking area Sunday, May 3, 2015 as many as 47 vehicles / 60 minutes. The level of turnover occurs daily maximum parking car parking area as much as 2 vehicles / day / room, and Sunday, May 3, 2015 IRD motorcycle parking area as much as 2 vehicles / day / room. Maximum parking index occurred on Sunday, May 3, 2015, namely: the car parking area 100%, and 99.11% motorcycle parking area. Parking space requirements, namely: the accumulated maximum of 112 SRP on Sunday, May 3rd, while capacity is as much as 113 SRP, accumulated maximum of 17 SRP on Saturday May 2, Sunday, May 3 and Sunday, May 10, while capacity is as much as 17 SRP. Based on the evaluation of the facility View Tower parking space Bengkulu city, it can be concluded that the capacity of the car park and bike during rush hour is still insufficient.
Perencanaan Instalasi Pengolahan Air Limbah (IPAL) Pada Pabrik Tempe Di Kelurahan Sumur Dewa Kecamatan Selebar Kota Bengkulu Edito Dwiantoro
MAJALAH TEKNIK SIMES Vol 16 No 2 (2022): Vol 16 No 2 (2022): Majalah Teknik Simes Volume 16 Nomor 2 Juli 2022
Publisher : UNIVERSITAS PROF. DR. HAZAIRIN, SH BENGKULU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32663/simes.v16i2.3050

Abstract

Waste is the remains of a business activity. Garbage is more synonymous with industrial-smelling things. The results of industrial processes that are no longer used are called industrial waste. However, there is one type of waste that is the most dangerous, namely B3 Waste which stands for Material, Hazardous and Toxic. One solution is to build a wastewater treatment plant using aerobic and anaerobic bio filters in the installed wastewater collection pond area. The method of data collection was carried out using a direct survey method at a predetermined research location. The data can be obtained through a direct survey at the research site. The collected data is then analyzed descriptively, namely: Water usage behavior, Waste water sources, Calculating the wastewater discharge produced in m3/day, Planning for wastewater treatment systems. From the results of data processing related to WWTP planning at the tempe factory located on Jalan Padat Karya 1A, Sumur Dewa Village, Selebar District, Bengkulu City, the following are the causes of pollution in the river due to one of them from processing tempeh production. 2 The solution for this treatment is WWTP planning using a septic tank. 3. The septic tank used for WWTP has a size of 8.1 m x 1.8 m. 4. Effective Processing Capacity Area1 3.05 m3
The LIGHT TRAFFIC MODELING AT UNSIGNALED INTERVIEWS USING THE PTV.VISSIM AND PKJI 2023 APPLICATION (Simpang 3 Jl. Sungai Rupat, Bengkulu City): PEMODELAN TRAFFIC LIGHT PADA SIMPANG TAK BERSINYAL MENGGUNAKAN APLIKASI PTV.VISSIM DAN PKJI 2023 (Simpang 3 Jl. Sungai Rupat Kota Bengkulu ) pramudiya, chendi; Elly Pujiastutie; Edito Dwiantoro
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 7 No 1 (2025): Vol 7 No 1 (2025)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/proteksi.v7n1.p1-7

Abstract

The unsignalized intersection on Jl. Sungai Rupat is type 322 intersection that has 3 intersection arms, 2 lanes on minor roads and 2 lanes on roads. At this 3-way intersection, it is an inner-city road that connects roads to the city center, hospitals, offices, school, and  worship so  has a fairly high density and ultimately the density of traffic volume becomes high. When the morning peak hour occurs, it will cause congestion so that the police are often involved to regulate traffic. This study aims to create a traffic light modeling using PTV Vissim and also the PKJI 2023 method. Data collection for 7 days during peak hours to find the highest traffic volume so that the data can be analyzed using the PKJI 2024 method and simulated using PTV Vissim.  The highest traffic volume, namely Tuesday at peak hours in the morning at 7:30 - 9:00 with a traffic volume (Q) of 3450 sec/hour capacity (C) 2844 sec/hour, queue opportunity of 60.08%-122.39% and a delay of 43.65 sec/sec with intersection service level (LOS) E. And the modeling results obtained Delay results at 15.43 sec/sec with a queue length of 11.50-44.79 m with an intersection service level index (LOS) B.