Pub Date : 2017-03-06DOI: 10.36050/berings.v4i01.116
Ardi Sudeni, Tarmizi Tarmizi
Office building planning Pagar Alam Technology College is one of the efforts to improve the function and role of office buildings. The selection of structural materials to be used for certain buildings is influenced by the height and span of the structure, availability of materials in the market, foundation conditions, local building regulations and architectural considerations. The frame building system consists of horizontal elements (beams), vertical (columns) and floor plates. Tall building frames can be viewed geometrically as a sum of portal frames. In this study, the results of the analysis showed that the diameter of the floor beam 30 x 15 = 8 D 14, roof diameter 30 x 15 = 4 D 12, column diameter 30 X 30 = 6 D 14, floor plate Ø 10 sengkang 100, roof plate Ø 10 sengkang 100, ladder Ø 100 sengkang 100. The analysis uses the 2007 pro station which produces the dimensions of the roof beam 20 x 30, beam dimensions 20 x 40, column 30 x 30 number of reinforcement 8 D 12
{"title":"Analisa Perhitungan Perencanaan Gedung Perkantoran STT Pagar Alam Dengan Metode Manual Dan Staad Pro 2007","authors":"Ardi Sudeni, Tarmizi Tarmizi","doi":"10.36050/berings.v4i01.116","DOIUrl":"https://doi.org/10.36050/berings.v4i01.116","url":null,"abstract":"Office building planning Pagar Alam Technology College is one of the efforts to improve the function and role of office buildings. The selection of structural materials to be used for certain buildings is influenced by the height and span of the structure, availability of materials in the market, foundation conditions, local building regulations and architectural considerations. The frame building system consists of horizontal elements (beams), vertical (columns) and floor plates. Tall building frames can be viewed geometrically as a sum of portal frames. In this study, the results of the analysis showed that the diameter of the floor beam 30 x 15 = 8 D 14, roof diameter 30 x 15 = 4 D 12, column diameter 30 X 30 = 6 D 14, floor plate Ø 10 sengkang 100, roof plate Ø 10 sengkang 100, ladder Ø 100 sengkang 100. The analysis uses the 2007 pro station which produces the dimensions of the roof beam 20 x 30, beam dimensions 20 x 40, column 30 x 30 number of reinforcement 8 D 12","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"239 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2017-03-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"80429007","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2017-03-06DOI: 10.36050/berings.v4i02.147
Barrorotul Azizah
Water that is universal or comprehensive from every aspect of life becomes more valuable both in terms of quantity and quality. However, land use change due to indirect housing development can damage water catchment. One way to maintain water quantity is to apply absorption wells. The presence of absorption wells will have an impact on reduced surface runoff. The rainwater that originally fell onto the surface of the tile does not flow directly to the elegance or the home page but is flowed through the zinc and continues to be accommodated into the absorption well. The effect that can be felt is that rainwater does not spread to the yard or the elegance so as to reduce the occurrence of surface runoff.
{"title":"Analisis Kebutuhan Sumur Resapan Sebagai Upaya Konservasi Air Tanah Pada Perumnas Nendagung Kota Pagar Alam","authors":"Barrorotul Azizah","doi":"10.36050/berings.v4i02.147","DOIUrl":"https://doi.org/10.36050/berings.v4i02.147","url":null,"abstract":"Water that is universal or comprehensive from every aspect of life becomes more valuable both in terms of quantity and quality. However, land use change due to indirect housing development can damage water catchment. One way to maintain water quantity is to apply absorption wells. The presence of absorption wells will have an impact on reduced surface runoff. The rainwater that originally fell onto the surface of the tile does not flow directly to the elegance or the home page but is flowed through the zinc and continues to be accommodated into the absorption well. The effect that can be felt is that rainwater does not spread to the yard or the elegance so as to reduce the occurrence of surface runoff.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"21 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2017-03-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"79927709","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2017-03-06DOI: 10.36050/berings.v4i01.129
Vike Itteridi, Idwin Shaleh
Over time, the number of students from the Pagar Alam High School from year to year has increased rapidly, not only from the city of natural fences, the increase in students began to arrive from other cities with the increasing number of students who were not matched with infrastructure such as classrooms. teaching and learning activities will be a little disturbed. Therefore the provision of learning space facilities must be considered and the development planning vertically so that it can utilize the land as best as possible. In this study planning the construction of a class building at the Pagar Alam College of Technology. done by manual calculation to get the dimensioning of columns, beams, plates and the area of reinforcement. After the manual calculation was obtained it was only analyzed with the help of the Etabs program, after analysis was carried out with the Etabs program there were several results from manual calculations that were unable to withstand the workload so that modifications were made to the column and the number of reinforcement. In planning, it requires special assessment in accordance with the requirements of SNI 03-2847-2002 and SNI 03-1726-2002.
{"title":"Perencanaan Struktur Gedung 5 Lantai Dengan Analisis Program Etabs Kampus Sekolah Tinggi Teknologi Pagar Alam (STTP)","authors":"Vike Itteridi, Idwin Shaleh","doi":"10.36050/berings.v4i01.129","DOIUrl":"https://doi.org/10.36050/berings.v4i01.129","url":null,"abstract":"Over time, the number of students from the Pagar Alam High School from year to year has increased rapidly, not only from the city of natural fences, the increase in students began to arrive from other cities with the increasing number of students who were not matched with infrastructure such as classrooms. teaching and learning activities will be a little disturbed. Therefore the provision of learning space facilities must be considered and the development planning vertically so that it can utilize the land as best as possible. In this study planning the construction of a class building at the Pagar Alam College of Technology. done by manual calculation to get the dimensioning of columns, beams, plates and the area of reinforcement. After the manual calculation was obtained it was only analyzed with the help of the Etabs program, after analysis was carried out with the Etabs program there were several results from manual calculations that were unable to withstand the workload so that modifications were made to the column and the number of reinforcement. In planning, it requires special assessment in accordance with the requirements of SNI 03-2847-2002 and SNI 03-1726-2002.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"1 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2017-03-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"81345024","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2016-10-10DOI: 10.36050/BERINGS.V3I02.108
Hendra Apriadi, Fameira Dhiniati
This study aimed to determine the compressive strength of concrete with the addition of fiber purun percentage of 5%, 7%, 10% by weight of cement. Based on the results of research conducted in laboratory obtained the following results: compressive strength average normal concrete amounted to 175.20 kg / cm2, while the compressive strength of the average concrete with the addition of fiber purun 5% at 173.20 kg / cm, the compressive strength of the average concrete with the addition of fiber purun 7% at 165.50 kg / cm2, the average compressive strength of concrete with the addition of fiber purun 10% of 163.58 kg / cm2. Thus, the average compressive strength of concrete plus fiber purun decreased compared to normal concrete, which for the addition of fiber purun percentage decreased 5% to 5.54%, while the percentage increment of fiber purun 10% decreased 6.63%.
{"title":"Pengaruh Penambahan Serat Purun Terhadap Kuat Tekan Beton","authors":"Hendra Apriadi, Fameira Dhiniati","doi":"10.36050/BERINGS.V3I02.108","DOIUrl":"https://doi.org/10.36050/BERINGS.V3I02.108","url":null,"abstract":"This study aimed to determine the compressive strength of concrete with the addition of fiber purun percentage of 5%, 7%, 10% by weight of cement. Based on the results of research conducted in laboratory obtained the following results: compressive strength average normal concrete amounted to 175.20 kg / cm2, while the compressive strength of the average concrete with the addition of fiber purun 5% at 173.20 kg / cm, the compressive strength of the average concrete with the addition of fiber purun 7% at 165.50 kg / cm2, the average compressive strength of concrete with the addition of fiber purun 10% of 163.58 kg / cm2. Thus, the average compressive strength of concrete plus fiber purun decreased compared to normal concrete, which for the addition of fiber purun percentage decreased 5% to 5.54%, while the percentage increment of fiber purun 10% decreased 6.63%. \u0000","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"45 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2016-10-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"86755187","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2016-10-10DOI: 10.36050/berings.v3i02.104
Dyan Pratnamas, Herwin Herwin
Transport is an essential part of a functioning society life in this era of increasingly majau. Transport very close relationship with the lifestyles, interests and needs of the productive activities to meet all needs. To meet the needs of transportation, the need to hold a transport planning process, particularly for urban transport often creates parking, riders, and the increasing number of road users are some of the causes that can lead to increased delays traffic flow at intersections, reduced road capacity and increase the number of Linta accidents in several intersections.
{"title":"Analisa Kinerja Persimpangan Tak Bersinyal Di Kota Pagar Alam","authors":"Dyan Pratnamas, Herwin Herwin","doi":"10.36050/berings.v3i02.104","DOIUrl":"https://doi.org/10.36050/berings.v3i02.104","url":null,"abstract":"Transport is an essential part of a functioning society life in this era of increasingly majau. Transport very close relationship with the lifestyles, interests and needs of the productive activities to meet all needs. To meet the needs of transportation, the need to hold a transport planning process, particularly for urban transport often creates parking, riders, and the increasing number of road users are some of the causes that can lead to increased delays traffic flow at intersections, reduced road capacity and increase the number of Linta accidents in several intersections.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"66 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2016-10-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"85794692","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2016-10-10DOI: 10.36050/berings.v3i02.106
Masagus Taswin, Ari Abdul Kadir
Fences nature one of the cities that is growing both in the field and in the economy inprastruktur. Transportation is a means of support in the development in an area, transportation improvements are very necessary for the development of an area. Gria servant of the state is a new housing in the city of Pagar Alam who is still in the process of increasing the field inprstruktur. Road access in and out in a residential neighborhood still land and no building pavement. This study was conducted to plan pengunana access roads in and out of the housing Gria servant negra. Type of pavement is planned or rigid pavement using concrete cast. Based on the calculation results obtained 150mm thick layer of concrete pavement with reinforcement in the transverse direction and reinforcement of the longitudinal direction D12-250mm D12-150mm.
{"title":"Perencanaan Pembangunan Jalan Griya Abdi Negara Kota Pagar Alam","authors":"Masagus Taswin, Ari Abdul Kadir","doi":"10.36050/berings.v3i02.106","DOIUrl":"https://doi.org/10.36050/berings.v3i02.106","url":null,"abstract":"Fences nature one of the cities that is growing both in the field and in the economy inprastruktur. Transportation is a means of support in the development in an area, transportation improvements are very necessary for the development of an area. Gria servant of the state is a new housing in the city of Pagar Alam who is still in the process of increasing the field inprstruktur. Road access in and out in a residential neighborhood still land and no building pavement. This study was conducted to plan pengunana access roads in and out of the housing Gria servant negra. Type of pavement is planned or rigid pavement using concrete cast. Based on the calculation results obtained 150mm thick layer of concrete pavement with reinforcement in the transverse direction and reinforcement of the longitudinal direction D12-250mm D12-150mm.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"32 2 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2016-10-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"77451419","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2016-10-10DOI: 10.36050/berings.v3i02.109
Perniko Sandi, Alharia Dinata
Water is the most important component for life. All living beings on the planet definitely needs water for its survival water supply is sufficient and controlled in an environment in which we live, is an important thing that must be met (Mays, 2001). The water supply system in the village of Alas Semidang kel. Jokoh district. Central Dempo Pagaralam using a network of gravity-fed piping for the water source higher than the village. In this study discussed about the dimensions of the reservoir based on the amount of water needs in rural villages Semidang pedestal jokoh Pagaralam, which Planning dimensions of the reservoir in the village of Alas Village Semidang Jokoh Pagaralam planned for the next 10 years. From the data and the results of calculating the dimensions of the reservoir in the village Semidang Alas Village Jokoh Pagaralam for 10 years in the can dimensions reservoir: Length (p) = 1 m, width (l) = 2 m, Height (t) = 2 m, height surveillance (Fb) = 0.5 m. So Reservoir Dimensions: 1 m x 2 m x 2.5 m.
{"title":"Perencanaan Reservoir Berdasarkan Jumlah Kebutuhan Air di Desa Semidang Alas Kelurahan Jokoh Kota Pagaralam","authors":"Perniko Sandi, Alharia Dinata","doi":"10.36050/berings.v3i02.109","DOIUrl":"https://doi.org/10.36050/berings.v3i02.109","url":null,"abstract":"Water is the most important component for life. All living beings on the planet definitely needs water for its survival water supply is sufficient and controlled in an environment in which we live, is an important thing that must be met (Mays, 2001). The water supply system in the village of Alas Semidang kel. Jokoh district. Central Dempo Pagaralam using a network of gravity-fed piping for the water source higher than the village. In this study discussed about the dimensions of the reservoir based on the amount of water needs in rural villages Semidang pedestal jokoh Pagaralam, which Planning dimensions of the reservoir in the village of Alas Village Semidang Jokoh Pagaralam planned for the next 10 years. From the data and the results of calculating the dimensions of the reservoir in the village Semidang Alas Village Jokoh Pagaralam for 10 years in the can dimensions reservoir: Length (p) = 1 m, width (l) = 2 m, Height (t) = 2 m, height surveillance (Fb) = 0.5 m. So Reservoir Dimensions: 1 m x 2 m x 2.5 m.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"8 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2016-10-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"82410278","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2016-10-10DOI: 10.36050/berings.v3i02.105
M. Gumilar, E. Apriansyah
Based on the times the need for careful consideration of the environment around us. Both in the review in terms of economy, industry, agriculture, social, cultural and defense security to be leveling development outcomes will be achieved. Factors supporting these areas is the availability of an adequate road traffic in order to smooth transportation of goods and people. On the other hand to meet the needs of road infrastructure should be review or analysis back when confronted with clay soil stabilization conditions is low, so the cost of which is issued for road maintenance will be higher. Therefore in need through quality improvement efforts penghemetan Yanah on its use for road construction, especially road base by way of mixing the soil with cement and sand. research that we have done with mnggunakan addition of cement and sand and the sea, with a cement content of 8%, 10%, 12%, 14%, and 16% can result in the addition of as much as 14% cement content is the addition that produces the best quality.
{"title":"Stabilisasi Tanah Lempung Dengan Semen Dan Pasir Laut","authors":"M. Gumilar, E. Apriansyah","doi":"10.36050/berings.v3i02.105","DOIUrl":"https://doi.org/10.36050/berings.v3i02.105","url":null,"abstract":"Based on the times the need for careful consideration of the environment around us. Both in the review in terms of economy, industry, agriculture, social, cultural and defense security to be leveling development outcomes will be achieved. Factors supporting these areas is the availability of an adequate road traffic in order to smooth transportation of goods and people. On the other hand to meet the needs of road infrastructure should be review or analysis back when confronted with clay soil stabilization conditions is low, so the cost of which is issued for road maintenance will be higher. Therefore in need through quality improvement efforts penghemetan Yanah on its use for road construction, especially road base by way of mixing the soil with cement and sand. research that we have done with mnggunakan addition of cement and sand and the sea, with a cement content of 8%, 10%, 12%, 14%, and 16% can result in the addition of as much as 14% cement content is the addition that produces the best quality.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"228 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2016-10-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"77067127","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2016-03-07DOI: 10.36050/berings.v3i1.111
S. Sumarsono, Melinda Sri Wahyuni
The frame building system consists of horizontal elements (beams), vertical (columns) and floor plates. The selection of structural materials to used for certain buildings is influenced by the height and span of the structure, availability of materials in the market and foundation conditions. In the supply of this material, not all imported first, but must be planned according to the needs and must also be adjusted to the time of use so that the quality or quality of the material can meet the desired target. The good quality materials and work must follow Normalization in Indonesia, standard construction industry and national regulations. The purpose of this study is find out how big the dimensions of the structure are able to withstand the load acting on the main structure in the construction of the Shop and House. Plates of roof and floor plates with a span of 5 meters are planned to be 12 cm thick or 0.12 meters using reinforced steel D10-100 (with As area = 785.4 mm2). The roof beam with a span of 5 m is used to measure the beam size 15 cm x 30 cm, used reinforcement steel 6D14 (As = 923.16 mm2) with reinforcement D-6 (Av = 28.26 mm2) for stirrups with a maximum spacing of 135 mm for overall beam length. Floor beams with a span of 5 m are used for beam dimensions measuring 20 cm x 33 cm, using reinforced steel 8D14 (with As area = 1230.88 mm2) with D-8 reinforcement (Av = 50 mm2) for stirrups with a maximum spacing of 180 mm for the overall length of the beam. Columns with a height of 4 m are used for column dimensions measuring 210 mm x 210 mm, using reinforcement steel 8D14 (1230.88 mm2).
{"title":"Analisis Perhitungan Struktur Bangunan Rumah Toko (Ruko) Jalan Terminal Kota Pagar Alam","authors":"S. Sumarsono, Melinda Sri Wahyuni","doi":"10.36050/berings.v3i1.111","DOIUrl":"https://doi.org/10.36050/berings.v3i1.111","url":null,"abstract":"The frame building system consists of horizontal elements (beams), vertical (columns) and floor plates. The selection of structural materials to used for certain buildings is influenced by the height and span of the structure, availability of materials in the market and foundation conditions. In the supply of this material, not all imported first, but must be planned according to the needs and must also be adjusted to the time of use so that the quality or quality of the material can meet the desired target. The good quality materials and work must follow Normalization in Indonesia, standard construction industry and national regulations. The purpose of this study is find out how big the dimensions of the structure are able to withstand the load acting on the main structure in the construction of the Shop and House. Plates of roof and floor plates with a span of 5 meters are planned to be 12 cm thick or 0.12 meters using reinforced steel D10-100 (with As area = 785.4 mm2). The roof beam with a span of 5 m is used to measure the beam size 15 cm x 30 cm, used reinforcement steel 6D14 (As = 923.16 mm2) with reinforcement D-6 (Av = 28.26 mm2) for stirrups with a maximum spacing of 135 mm for overall beam length. Floor beams with a span of 5 m are used for beam dimensions measuring 20 cm x 33 cm, using reinforced steel 8D14 (with As area = 1230.88 mm2) with D-8 reinforcement (Av = 50 mm2) for stirrups with a maximum spacing of 180 mm for the overall length of the beam. Columns with a height of 4 m are used for column dimensions measuring 210 mm x 210 mm, using reinforcement steel 8D14 (1230.88 mm2).","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"26 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2016-03-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"81445773","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2016-03-07DOI: 10.36050/berings.v3i1.112
Andy Pawaka, Masagus Taswin
Highway as one of the means of transportation, construction of highways which is a priority scale of development in City Pagar Alam. Along with the rapid development, so can increasing of vehicle owners in Pagar Alam City. Planning of road construction of Gunung Gare office area in Pagar Alam City. The purpose of this study was to find out how much the carrying capacity of the land on the road construction and analyze the pavement thickness of the Gunung Gare Office Ring Road segment in Pagar Alam City to the volume of vehicles through it so that it can produce pavement thickness according to Bina Marga standards. The method used to determine the required pavement thickness above the layer which has a certain CBR value is by testing the CBR value in laboratory manner. The results of the study were to calculate the carrying capacity of the soil on the asphalt road that for pavement thickness each D1 was taken 5 cm and D2 taken 10 cm, and pavement thickness of Purnalam Gare City Gunung Gare pavement thickness with a 10 year plan life, for D3 pavement layer is 13 cm. The results of the analysis of pavement thickness on the circumference the office of Gunung Gare in Pagar Alam City based on the volume of vehicles through which meet the requirements according to the type of material used.
公路作为交通工具之一，公路建设是巴格拉姆市优先发展的规模之一。随着城市的快速发展，巴格阿拉姆市的机动车拥有量也在不断增加。巴格阿拉姆市古农伽办公区域道路建设规划。本研究的目的是找出土地对道路建设的承载能力有多大，并分析巴格阿拉姆市Gunung Gare Office环路路段的路面厚度对通过它的车辆的体积，从而产生符合比那玛加标准的路面厚度。确定具有一定CBR值的层以上所需铺装厚度的方法是通过实验室测试CBR值。研究结果是计算了沥青路面上土壤的承载能力，路面厚度为每D1取5 cm, D2取10 cm，计划寿命为10年的Purnalam Gare市Gunung Gare路面厚度为D3层为13 cm。根据使用的材料类型，通过符合要求的车辆的数量，分析了巴格阿拉姆市军农车站办公室周围的路面厚度。
{"title":"Perencanaan Tebal Perkerasan Jalan Lingkar Perkantoran Gunung Gare Kota Pagar Alam","authors":"Andy Pawaka, Masagus Taswin","doi":"10.36050/berings.v3i1.112","DOIUrl":"https://doi.org/10.36050/berings.v3i1.112","url":null,"abstract":"Highway as one of the means of transportation, construction of highways which is a priority scale of development in City Pagar Alam. Along with the rapid development, so can increasing of vehicle owners in Pagar Alam City. Planning of road construction of Gunung Gare office area in Pagar Alam City. The purpose of this study was to find out how much the carrying capacity of the land on the road construction and analyze the pavement thickness of the Gunung Gare Office Ring Road segment in Pagar Alam City to the volume of vehicles through it so that it can produce pavement thickness according to Bina Marga standards. The method used to determine the required pavement thickness above the layer which has a certain CBR value is by testing the CBR value in laboratory manner. The results of the study were to calculate the carrying capacity of the soil on the asphalt road that for pavement thickness each D1 was taken 5 cm and D2 taken 10 cm, and pavement thickness of Purnalam Gare City Gunung Gare pavement thickness with a 10 year plan life, for D3 pavement layer is 13 cm. The results of the analysis of pavement thickness on the circumference the office of Gunung Gare in Pagar Alam City based on the volume of vehicles through which meet the requirements according to the type of material used.","PeriodicalId":17796,"journal":{"name":"JURNAL ILMIAH BERING'S","volume":"6 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2016-03-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"77077438","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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