Civil Enggineer
Browse by
Recent Submissions
-
NIZAM, ACHMAD (August 1, 2022)[more][less]
Abstract: Trans Semarang is a BRT (Bus Rapid Transit)-based mass transportation service that operates in the city of Semarang. This bus is operated to relieve congestion in the city of Semarang which is increasing. The thing that distinguishes Trans Semarang from other city buses is the automatic door which is located higher, so that passengers can only board at the BRT stop (also known as the shelter). This is what makes it the same as the Transjakarta busway concept, even though Trans Semarang does not have a special BRT lane. Trans Semarang Corridor IV was inaugurated on Monday, March 31, 2017, in the Rectorate yard of the Widya Puraya campus, Tembalang campus, Diponegoro University, which was the longest corridor at the time of its launch. With routes from Meteseh, Tembalang, PRPP, and using the 2016 Ministry of Transportation assistance fleet (same fleet as Trans Jogja).Now in the operational journey, Trans Semarang prioritizes safety, comfort, reliability, affordable and environmentally friendly factors which are the main things in service to the community. So that researchers are interested in analyzing the operational performance of the Trans Semarang Bus, especially the corridor VI line which operates in 2017. This analysis includes in terms of loading factors, the number of up and down passengers, travel time, passenger comfort and passenger satisfaction survey analysis. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1176 Files in this item: 1
22201180024- ACHMAD NIZAM.pdf (3.208Mb) -
AZIZI, FALAH AHMAD (August 1, 2022)[more][less]
Abstract: Parking is one element of the facility that cannot be separated from the road transportation system as a whole. Parking is a problem that is often encountered in urban transportation systems, both in big cities and in developing cities. Parking problems are also something that tourist areas cannot handle. The number of tourist area facilities will encourage people to visit these tours. The purpose of this study is to analyze the need for parking spaces, to determine the appropriate pattern of parking spaces used in the Jl. Pancasila City of Tegal. The method applied in this research is to conduct a direct survey in the field every 15 minutes. From the vehicle data analysis was carried out to obtain parking accumulation, parking volume, parking duration, parking turnover rate and parking space requirements. The results of the analysis obtained that the parking characteristics for 4-wheeled vehicles have the highest parking volume of 212 vehicles and 200 vehicles, the duration of parking vehicles is between 2-3,5 hours for both, the highest parking accumulation is 20 vehicles/hour and 18 vehicles/hour, the highest parking accumulation rate is 20 vehicles/hour and 18 vehicles/hour. the average parking turnover is 6.65 cars/parking lot. Judging from the characteristics of the parking lot, so that the existing parking lot is sufficient to accommodate the number of vehicles currently parked. The recommended parking model for 4-wheeled vehicles is 90°. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1174 Files in this item: 1
22201180023-FALAH AHMAD AZIZI.pdf (3.125Mb) -
SUPARNO (August 1, 2022)[more][less]
Abstract: This study aims to determine the type of road damage, the factors causing the damage and how to handle it. The Klampok - PG section of the highway. Banjaratma is part of the district road in the Brebes Regency area which is very important for use by the community who are interconnected between villages in the two sub-districts, namely Wanasari District and Bulakamba District. District roads are land transportation facilities that are very vital to support all kinds of activities, especially in terms of economic activities For this reason, if the road conditions are damaged, it will result in disruption of all activities in the area, especially economic activities and can also result in accidents for road users. This research is located on Jalan Klampok-PG Banjaratma which is included in the Regency Road with the Bina Marga method obtained from a visual survey, namely the type of damage and the average daily survey. Types of damage that occurred on District Street Klampok – PG BANJARATMA Cracks in, is the poor road drainage system that cannot drain the water flow directly from the drainage channel, for that every road must have drainage as a supporting factor for road completeness to prevent road damage quickly. Amblas,road pavement that occur due to weak subgrade or less than optimal compaction so that the road collapses or is bumpy. The handling is by trimming the bumpy asphalt road, then compacting it again and adding a layer of asphalt from the base according to the needs of the damage in the field. Perforated road, occurs when road cracks are left without repair immediately so that stagnant water in the crack section for a long time will seep into and cause the fragility of the initially small road layer to be allowed to continue and eventually form large holes that can endanger road users. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1172 Files in this item: 1
22201180019-SUPARNO.pdf (6.478Mb) -
Prawiro, Sugeng Teguh (August 1, 2022)[more][less]
Abstract: Analisis Produktivitas Tenaga Kerja Pada Pekerjaan Pasangan Bata (Studi Kasus Proyek Pembangunan SDN Sigambir 02 Brebes), Skripsi, Jurusan Teknik Sipil Fakultas Teknik Universitas Muhadi Setiabudi . Produktivitas tenaga kerja adalah salah satu faktor penentu keberhasilan sebuah proyek pembangunan. Tujuan dari penelitian ini adalah untuk mengetahui tingkat produktivitas tenaga kerja dan mengetahui pengaruh umur, pengalaman kerja, tingkat pendidikan, kesesuaian upah, jumlah tanggungan keluarga, kesehatan pekerja, hubungan antar pekerja, manajerial, dan komposisi kelompok kerja terhadap tingkat produktivitas tenaga kerja. Penelitian dilakukan dengan cara mengamati tingkat produktivitas 10 tenaga kerja dan disertai pengisian kuesioner. Pengamatan tingkat produktivitas (LUR) dilakukan selama 3 hari pada masing-masing pekerja. Hasil pengumpulan data, baik data produktivitas dan kuesioner dilakukan proses pengolahan data dengan bantuan komputer program SPSS (Statistical Package for Social Science) versi 20. Dari hasil analisis yang telah dilakukan besarnya tingkat produktivitas tenaga kerja pada pekerjaan pasangan bata pada proyek pembangunan SD Negeri Sigambir 02 Brebes cukup memuaskan karena ratarata produktivitasnya sebesar 86,34% > 50%. Faktor yang mempengaruhi produktivitas kerja yaitu umur, pengalaman kerja, tingkat pendidikan, kesesuaian upah, jumlah tanggungan keluarga, dan hubungan antar pekerja. Sedangkan faktor yang tidak mempengaruhi produktivitas yaitu kesehatan, managerial dan komposisi kerja. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1169 Files in this item: 1
22201180018-SUGENG TEGUH PRAWIRO.pdf (1.720Mb) -
ANDREANTORO, RIZKI (August 1, 2022)[more][less]
Abstract: Roads are part of the transportation infrastructure that has an important role as an infrastructure for the distribution of goods and services. To support sectoral and inter-zone movement, the road network plays a very important role, especially in realizing balanced inter-regional development and equitable distribution of development outcomes. The condition of the road that is traversed by high and repeated traffic volumes can reduce the quality of the road surface so that damage occurs causing accident-prone, uncomfortable and unsafe to pass. The aim of this research is to determine the type and level of road damage on the Jalan Jatibarang – Brebes according to the Pavement Condition Index method. Knowing the value of the condition of the pavement on the Jalan Jatibarang – Brebes by determining the value of the Pavement Condition Index. The activity of preparing this report is an activity in the form of research using analytical methods. The analysis method is used to get the value or level of damage to the pavement, classifying the types of maintenance work based on the type of damage and the level of damage in each road segment. Research stages in brief. Data from visual collection in the field and road pavement data are then formulated into criteria in accordance with those listed from the theoretical study to determine road performance and the level of road damage, after that the results of the research are presented in the form of tables and figures. So that a conclusion can be drawn. The types of damage that commonly occur on the Brebes - Jatibarang road include Patches, Holes, Overweight, Longitudinal Cracks, Transverse Cracks, Crocodile Cracks, Grain Release. The Condition Index (PCI) value of the Brebes - Jatibarang Road is 60 ,78% with “GOOD” rating. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1167 Files in this item: 1
22201180016-RIZKI ANDREANTORO.pdf (3.572Mb) -
GUSTOMI, M. LUTFI (August 1, 2022)[more][less]
Abstract: Drainage is one of the basic facilities designed asa system to meet people's needs and is a key component of road and settlement planning. A more effective alternative method is needed to minimize execution time and worker needs. Thus, companies that supply products or services compete to look for alternatives to construction methods to build drainage lines.It will require a study of time length and the cost required of the two methods between the multiple stone couple channels and the precast u-ditch, in order to get the proper channel use of multiple stone couples and the precast u-ditch asa road support building in the karanganyar district district district. By means of a quantitative method, that is, a researcher's quest to discover knowledge by giving data in the form of Numbers. The result is that the stone couple's channel run time during the 23 days that the precast u-ditch ditch run for 20 days the precast channel cost of idr 159,364,01367 with 215 m in length 'so permeable is idr 741,22797. The conduit for a pair of stones costs idr 112,087,996.35 with its measuring 157 m 'so permeable is idr 713,936.28. The calculation shows that the performance of a couple's channel often costs less than the one that has to do the precast u-ditch and the uditch couple couple times more quickly than does the stone coupling channel, although the new pair of stone couples channel often costs less than the one in the precast u-ditch channel, it turns out that 20 years of maintenance, A channel with a u-ditch precast is more feasible than the cost of a couple's channel times with a cost cost of idr 4.022.150,95 @ 1,2 meter. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1166 Files in this item: 1
22201180014-M LUTFI GUSTOMI.pdf (4.172Mb) -
FAIZAL, MAZDAR HERU (August 1, 2022)[more][less]
Abstract: The problem of delays unnoticed or has occurred for a long time in road implementation projects in Brebes Regency, but there has been no research that shows the factors of project delays. Therefore, this research was conducted to see the factors causing project delays. Project activity can be defined as a temporary activity that lasts for a limited period of time, with the allocation of certain sources of funds and is intended to carry out tasks whose targets have been clearly outlined. There are so many activities and parties that are directly involved in carrying out project activities that can cause various kinds of complex problems. The aims of this study are: (1) To determine the factors that influence the delay in road construction project work on the Brebes Regency Road Implementation, (2) to determine the most dominant factor causing the delay in Road Construction projects in the Brebes Regency Road Implementation and ( 3) Finding a solution on how to overcome the delay in the Road Construction project in the Brebes Regency Road Project Implementation. The form of research used in this study includes survey research, namely research that takes samples from a population and uses questionnaires as a data collection tool. The analysis technique used in this research is regression test. The results show that the variables that affect project delays include: material procurement variables, human resources, contract management, construction equipment procurement, funding/financial, community intervention, field conditions, politics and project owner variables. Based on the magnitude of the regression coefficient value, the most influential variable on project delays is the political variable, which is indicated by the regression coefficient value of 0.077. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1164 Files in this item: 1
22201180010- MAZDAR HERU FAIZAL.pdf (1.174Mb) -
KUSTANTI (August 1, 2022)[more][less]
Abstract: Drainage is a channel to remove or drain rainwater during the rainy season, roads in settlements RW 01 Procot Village, Tegal Regency, Drainage channels function to drain water that can interfere with road users, so that the road body remains dry and minimizes damage to road sections. The development of an area, it will have an impact on the lack of vacant land to absorb water naturally. Drainage Review in RW 01 Procot Village, Tegal Regency uses the Algebraic Calculation Method to obtain an average value, standard Deviation so that it gets maximum rainfall with a repeat of 3 - 5 years duration of 30 minutes getting a rain intensity of 83.4 mm / hour the result of calculation using the Rational Method gets a maximum flood discharge (Q) of 214.60 m³ / second. The drainage used in the Drainage Planning Analysis on the RW 01 Road Section of Procot Village uses a diameter of 1.2 meters with a depth of 80 centimeters. The drainage will be installed in 1 section block in RW 01 Procot Village, Tegal Regency. To accommodate very heavy rains 3-year reperiod with a duration of 30 minutes requires 88 meters of drainage. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1161 Files in this item: 1
22201180009- KUSTANTI.pdf (2.443Mb) -
PUTRI, ASMI TAZKIA (August 1, 2022)[more][less]
Abstract: With the increase in activities that occur at the Yogya Department Store, it must be balanced with improved services, as well as optimal management of facilities and infrastructure. Among them is parking management, because the capacity of parking spaces available today is very limited, so that during peak hours there are still many vehicles parked outside the Yogya Mall Brebes area. The purpose of this final project study is to determine vehicle characteristics which include static capacity, parking accumulation, distribution of the number of vehicles leaving and entering, parking volume, parking index, parking changes, and parking space needs in the off street parking area of Yogya Mall Brebes.The research method used is a survey of parking duration, namely by recording the number and time of vehicles entering and leaving the parking area of Yogya Mall Brebes. The study was conducted for two days, namely: Saturday 4 June 2022 from 08.00-20.00 WIB and Sunday 5 June 2022 from 09.00-21.30 WIB.From the results of data analysis and discussion, the parking capacity in the Parking area of Yogya Mall Brebes is generally insufficient, this can be seen in the maximum parking accumulation that occurred on Sunday, June 5, 2022 for motorcycles, namely 402 vehicles and for cars, namely 22 vehicles, even though the capacity of motorcycle parking space was 299 motorcycles while cars were 19 cars. In addition, it can also be seen from the analysis of parking space needs (KRP) that the motorbike needs is 603 m² and the car is 275 m² while the parking area provided for motorcycles is only 448.2 m² and the car is 275 m². Thus, both in terms of parking capacity and Parking Space Needs (KRP) the parking area of Yogya Mall Brebes is unable to accommodate or insufficient. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1158 Files in this item: 1
22201180003-ASMI TAZKIA PUTRI.pdf (3.709Mb) -
RACHMAN, ANHAR (August 1, 2022)[more][less]
Abstract: As the population increases every year, the need for transportation will also increase, indirectly it will increase the risk of growing transportation problems. One of the highlighted issues is the problem of traffic accidents. Traffic accidents generally occur due to various causal factors such as violations or the careless actions of road users. The purpose of this study is to find out the accident points (black spots) and accident-prone areas (black sites) on the Pantura Road section, Wanasari District, Brebes Regency, and formulate solutions or solve problems at accident-prone points and areas on the pantura road, Wanasari District, Brebes Regency. The research method used as the limit value for determining black spot is the upper control limit method (BKA), while to determine the black site, it uses the Z-score method. From the results of the analysis and discussion results, the accident prone point (Black Spot) using the EAN (Equivalent Accident Number) and BKA (Upper Control Limit) methods and the analysis of accident-prone areas (Black Site) using the Z-score method, it was concluded that on Jalan Pantura, Wanasari District, Brebes Regency, there were 2 road sections identified as Black Spot and Black Site, namely on the STA section 0 + 000 - 1 + 000 with an EAN value of 240 and had a Z-score of 0.94 and on the STA 5 + 000 – 6 + 000 road section with an EAN value of 210 and has a Z-score of 0.56 URI: http://192.168.252.215:8080/xmlui/handle/123456789/1155 Files in this item: 1
22201180002- ANHAR RACHMAN.pdf (1.806Mb) -
SALAM, MUH. NUR MIALFI (August 1, 2022)[more][less]
Abstract: The availability of clean water is not proportional to the population growth, so it is necessary to have a strategy to provide clean water. One of the efforts is to use rainwater harvesting through rainwater reservoirs with the roof method. The purpose of this research is to plan a rainwater harvesting concept that is integrated with a drinking water supply plan. This research begins with collecting data in the form of drinking water needs for each activity based on the planning period, patterns of water use in each sector of activity, data on maximum daily rainfall, and area. Sawojajar Village has complex problems related to the water resource crisis, so that rainwater harvesting techniques can reduce the burden on PDAMs and can be an alternative in meeting drinking water needs in accordance with the Sustainable Development Goals target in the sixth goal, namely ensuring the availability and management of clean water. and sustainable sanitation with a target of 100%. Rainwater harvesting techniques have become an important part of the water resources management agenda. Analyzing rainfall data by calculating the average rainfall for 5 years from 2016-2020 with the amount Determine the total amount of water demand, based on the assumptions of the regulation of the Director General of Human Settlements of Public Works (1996) regarding "Stipulation of Water Usage Standards for Domestic Needs" with the amount 163,800 liters . Calculating the volume of rainwater captured. Determine the content of rainwater quality compounds before being accommodated. Determine the size or dimensions and design of the storage . Designing the dimensions of the rainwater collection system piping. Calculating the costs required in the installation of 1 IPAH. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1154 Files in this item: 1
2201180029- MUH NUR MIALFI SALIM.pdf (1.028Mb) -
MAULIDIN, IFHAN (November 3, 2021)[more][less]
Abstract: Flood is a condition of the phenomenon of natural disasters that have a relationship withamount of damage in terms of life and material. Flood starts from an increasepopulation, climate change and land use change. Drainage capacitywhich is small and the amount of sediment in drainage causes flooding / flooding.Other problems also arise from household wastewater. Urban areas that aresolids cannot treat waste water individually. So, waste water willflow in urban drainage systems. In this study, rain plays an important role in the evaluation and planning of drainageurban area. Data needed for rainfall data, land use data and datatopography. The rainfall data used is the maximum daily rainfall datareward station with a comparison of other stations. Rainfall data is analyzedwith the Log Person III and Gumbel methods then tested by Chi Square forchoose the distribution of statistics received. Rainfall data is then applied inthe intensity of rainy days with the mononobe method. Rain intensity is useful forcalculate peak discharge with a rational method.Based on the data, flooding in several channels in Tegal Barat was like on the roadPineapple, Rambutan Road, Lumba Lumba Road, Cinde and Bawal Road. The evaluation is in the form of analyzing the discharge of each drainage channel atall of Tegal Barat region. After evaluation there are several channelsdrainage that needs re-planning such as the channels of pineapple and western baroque, cinde and dolphin channels; andsome drainage channels need normalization like the Bawal canal. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1064 Files in this item: 1
TS_22201170030_IFHAN MAULIDIN.pdf (2.685Mb) -
Gunawan, Gilang Ramdhon Feri (November 3, 2021)[more][less]
Abstract: Parking on roads greatly interferes with the smooth flow of traffic, so it is important to regulate parking as an integrated part in managing urban traffic, to prevent or eliminate traffic barriers and create effective and efficient road user mechanisms. pedestrians on the road to traffic characteristics on Jalan Gajah Mada No. 93 Brebes. This data collection was carried out for 3 days, namely on Saturdays and Sundays representing holidays, Mondays representing busy days with a total of 6 surveyors from 07.00 to 18.00 WIB which was divided into two segments where the vehicles taken were only light vehicles and heavy vehicles. After all the data is obtained then it is analyzed. Data from observations made at the study site, then processed and analyzed according to the problem formulation in the study, namely the analysis of vehicle parking characteristics on Jalan Gajah Mada No. 93 Brebes, namely traffic volume and road capacity. On Jalan Gajah Mada No. 93 Brebes (in front of Limbangan Market and Sari Mulya Shop) there was a reduction in capacity which resulted in congestion on Jalan Gajah Mada No. 93 Brebes due to parking on the side of the road, especially in front of Sari Mulya, from the analysis results there should be no more roadside parking due to the availability of parking lots provided by the local manager. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1063 Files in this item: 1
-
WAHSYATI, ANIS (November 3, 2021)[more][less]
Abstract: Gung River is one of the rivers in Tegal Kabupaten. Gung River is sourced from Mount Slamet and empties into the Java Sea. Trench River Gung, especially in river segments around the location of Tyroll Weir Danawarih is quite wide even almost the entire width of the valley is a river trough. In order to fulfill irrigation needs, in 1912 the Dutch Government built the Danawarih Weir on the Gung River. Initially the Danawarih Weir was planned to irrigate an area of 12,804 ha, with the planned discharge taking 12.0 m3 / second. And by using a fixed type of lighthouse weir without building energy absorbers. In the early 1970s, Weir type Weir Drop were severely damaged where the body of the left weir was broken and destroyed by the flow. Because the existence of the weir is still needed, a new weir is formed in the form of a lower filter weir. Furthermore, the lower filter weir began to be built in 1972. In 1992 filter repairs were held considering that most of the rack rods had been released. Even though rehabilitation has been carried out, the condition of Danawarih Weir is currently experiencing several problems. Finally in 2015 Rehabilitation of Danawarih Weir was carried out by adding intake doors and divider doors to irrigate rice fields and increase the discharge of water entering the irrigation canal. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1061 Files in this item: 1
TS_222011190075_Anis Wahsyati.pdf (3.045Mb) -
AMIN, SAEFUL (November 3, 2021)[more][less]
Abstract: In line with the development of the Brebes Regency urban area, it is deemed necessary to maximize the use of the available road network so that it can be used optimally in supporting regional development. This study aims to (1) explain the condition of the road network in the urban area of Brebes Regency which has a potential area of natural resources, (2) find a strategy to develop a land transportation network to support the distribution of production in urban areas in the Regency of Brebes. This research was carried out in three sub-districts that were included in theurban area of the regency of Brebes, namely the Ketanggungan District, the prohibition district and the Bulakamba sub-district. The data is analyzed using methods namely (1) Location Quotient (LQ) method to find out the region prospects, (2) Methods of SWOT Analysis to determine the strategy for developingurban road networks in the Regency of Brebes. The results of the analysis and discussion show that transportation infrastructure in Brebes Regency, especially in urban areas, the Ketanggungan District road network has a total road length of 43.22 km with good road conditions of 20.15 km, medium length of 11.44 km, lightly damaged 4.5 km and damaged 7.13 km. Based on the results of the LQ analysis of the potential urban area matrix according to the types of food crops, plantations and livestock in the Ketanggungan District, there are 14 types of potential area sub-sectors among the other two sub-districts. Based on the results of the SWOT analysis the development of urban road networks Brebes Regency is in a strategy of strength and opportunity (SO). URI: http://192.168.252.215:8080/xmlui/handle/123456789/1059 Files in this item: 1
TS_222011190074_Saeful Amin.pdf (4.331Mb) -
FAUZI, AHMAD (November 3, 2021)[more][less]
Abstract: In Indonesia, there are many roads where there are frequent puddles of water caused by being submerged in rainwater, as is the case with many around us, puddles often cause demage to road pavements, especially the worn layer on the pavement (AC-WC). With this problem, it is necessary to conduct research related to the level of strength of the asphalt layer and the level of durability of the laston mixture (AC-WC) if it is submerged by rainwater. If the preparation and testing get result that are in with the requirement in terms of materials, aggregates and asphalt to determine the gradation of the AC-WC mixture. Then testing with the Marshall method which aims to determine the optimum asphalt content (KAO). After that, the rainwater was soaked by varying the immersion time in order to obtain a comparison of the stability value. In the first stage of the test, the optimum asphalt content was 7.73 %. In the test results, the stability value increased from 4.0% to 5.0% asphalt content was added to 6.0%, the value of flow, VMA, VFB, MQ also increased along with the increase in asphalt content, meanwhile the VIM value was increasing. Decreased with the addition of asphalt content. In the second stage of testing regarding the modified immersion time, the stability value of the strength and durability of the laston mixture decreased along with the addition of variations in the length of immersion time in the research sample. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1058 Files in this item: 1
TS_22201190072_Ahmad Fauzi.pdf (4.868Mb) -
TOHIRIN, ALBAITU (November 3, 2021)[more][less]
Abstract: Restraint in construction projects generally involves three main aspects, namely, cost, time and human resources. In execution of a construction project,Planning and control is the most basic function in realizing the success of the project. The question that arises is how to achieve the optimum solution with the condition that all limited resources. How to implement a method for controlling project costs and time, and control the execution of construction projects to the occurrence of irregularities, and to evaluate the deviation of the projected completion of the project is the purpose of this study. To improve effectiveness in monitoring and controlling the project, need to use a method that integrates schedule and cost performance of activities that reveal. One method that meets this goal is the concept of Value Results, Earned Value Concept, which consists of three indicators of BCWS, BCWP, and ACWP. The procedure begins with the study of literature study, data collection, direct observation on the project, and summarizes the results of the data collection there. Variance is emphasized here is to investigate irregularities cost or scheduling of planned or prescribed. If the performance figures further review the performance index number less than one (<1), and (> 1), which means the greater the deviation from the basic plan or budget, or achievements of the implementation of a very good job, there should be assessment of whether the plan may not be realistic. The concept of value can be applied to the results of this case study in which the control objectives based on the analysis of the control of so many deviations from the schedule at the time of reporting-reporting. Based on the ETC and EAC are counted then the performance is not updated when a shift will occur. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1057 Files in this item: 1
TS_22201190062_Albaitu Tohirin.pdf (6.924Mb) -
KRISTYANTO, TEGUH (November 3, 2021)[more][less]
Abstract: Control in construction projects generally involves three main aspects, namely, cost, time and HR. In the implementation of a construction project, planning and control are the most important functions in realizing the success of the project. The problem that arises is how to achieve optimum solutions with limited conditions of resources. How to apply a method to a project to control costs and time, and control the implementation of a construction project on the occurrence of irregularities, and evaluate the projected completion of the occurrence of irregularities in the project is the purpose of this study. To improve effectiveness in monitoring and controlling projects, methods need to be used that integrate schedules and costs so as to reveal the performance of activities. One method that meets this goal is the Concept of Value Results, Earned Value Concept, which consists of three indicators namely BCWS, BCWP, and ACWP. The research procedure begins with conducting library research, data collection, making direct observations on the project, and summarizing the results of collecting existing data. The variant emphasized here is to investigate deviations in costs or implementation schedules that have been planned or determined. If the performance figures are reviewed further, the performance index numbers are less than one (<1), and (> 1) which means that the greater the deviation from the basic planning or budget, or the performance of the implementation of the work is very good, it is necessary to study whether planning is unrealistic. The concept of Value Results can be applied to this case study in the control objectives where based on the analysis, the control carried out occurs a lot from the scheduling side at the time of reporting. Based on the calculated ETC and EAC values, if the performance is not updated there will be a shift. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1056 Files in this item: 1
TS_22201190059_Teguh Kristyanto.pdf (5.165Mb) -
SULTONI (November 3, 2021)[more][less]
Abstract: The existing drainage condition in Sapphire Regency housing complex is still not good overall. This is proven by the fact that there are still many sediment garbage deposits. Development that continues to increase and is not supported by the completeness of its supporting facilities such as drainage channels cause inundation problems that occur during the rainy season. So there needs to be a good drainage channel planning. This study is a Drainage Network System Planning with a field measurement system conducted at the Sapphire Regency Pulosari Housing, Brebes District. Planning is done by analyzing calculations on Cross Section data and rainfall data so that the dimensions of the drainage channel are obtained. The results showed that the reuse period used in the planning of drainage canals in the Sapphire Regency Housing Estate was an 8 year return period. The results of rainfall analysis and analysis of household dirty water discharge can be the amount of discharge in the drainage channel is 0.1885 m3 / sec. From the results of the drainage channel planning at Sapphire Regency Housing, it is obtained the dimension of the ecomonic channel for drainage channels with a base width of B = 0.3 m and water height h = 0.293 m with guard height w = 0.2 m. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1055 Files in this item: 1
TS_22201170028_Sultoni.pdf (2.387Mb) -
HIDAYAT, IBNU (November 3, 2021)[more][less]
Abstract: Flooding is a state of natural disaster phenomena which are related to the amount of damage in term of life and material. Flooding began increasing population, climate change and land use change. Small drainage capacity and the amount of sediment in the drainage causing inundation / flooding. Other issues also arise from domestic wastewater. Dense urban areas can’t process individual waste water. So that, the waste water will flow into the urban drainage system. In this study, rainfall plays an important role in the evaluation and planning of urban drainage. The data needed rainfall data, data on land use and topographic data. Rainfall data used is the maximum daily rainfall data station with other stations comparisons. Rainfall data were analyzed with Log Person III and Gumbel then tested with Chi Square for selecting statistical distributions received. Rainfall data is then applied to the hourly rainfall intensity mononobe method. The intensity of rain is useful to calculate the peak discharge by rational methods. URI: http://192.168.252.215:8080/xmlui/handle/123456789/1053 Files in this item: 1
TS_22201170025_Ibnu Hidayat.pdf (1.650Mb)