{"title":"Perencanaan Tebal Perkerasan Jalan Sergang – Jembatan Jengkong (No. 243) KM 8 Batu Putih Kabupaten Sumenep","authors":"Muhammad Baitur Rakhman, Ahmad Suwandi","doi":"10.25139/jprs.v2i2.1963","DOIUrl":null,"url":null,"abstract":"The white stone mine in Batu Putih Village is one of the natural resources located in Sumenep Regency, precisely on Sergang Street - Jengkong Bridge No. 243 Km 8. This road is the only access road to the white stone mining. The current condition of the road is damaged and interferes with the distribution process of white stones, so good thick pavement planning is needed. Planning of flexible pavement thickness and the cost of flexible pavement construction on Sergang - Jengkong Bridge No. 243 Km 8 Batu Putih, Sumenep Regency uses quantitative research. The data collection process uses two types of data, the first is primary data which includes LHR data and the second is secondary data which includes literature and literature studies. In this research the data analysis technique uses Microsoft Office Excel which is to calculate the budget plan and Autocad for drawing. For calculation procedures adjusted to SNI -1732-1989. The results of the Average Daily Traffic Survey (LHR) obtained the total number of vehicles passing through by 21164 smp. The road to be planned is 3 Km long and 4 m wide. Calculation of pavement thickness using the laston AC-WC is 2.50 cm thick and will be planned to be 4 cm thick. The planned budget (RAB) for the road planning is Rp. 2,613,171,000.00 (two billion six hundred thirteen million one hundred seventy-one thousand rupiah).","PeriodicalId":111362,"journal":{"name":"Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil","volume":"106 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2019-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.25139/jprs.v2i2.1963","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
Batu Putih村的白石矿是苏梅内普县的自然资源之一,正好位于Sergang街-景空桥243号8公里处。这条路是通往白石矿区的唯一通道。目前路面状况受损,干扰了白石的分布过程,因此需要良好的厚路面规划。苏梅内普县巴都普提市243号桥柔性路面厚度规划及柔性路面施工成本定量研究。数据收集过程中使用了两种类型的数据,第一种是主要数据,包括LHR数据,第二种是次要数据,包括文献和文献研究。在本研究中,数据分析技术使用Microsoft Office Excel进行预算计划的计算,Autocad进行绘图。计算程序调整为SNI -1732-1989。平均每日交通量统计调查的结果,计算出以21164个smp为单位,过往车辆的总数。拟建的道路长3公里,宽4米。使用最后一层AC-WC计算的路面厚度为2.50厘米厚,计划厚度为4厘米。道路规划的计划预算(RAB)为Rp. 2,613,171,000.00(二十亿六亿一千三百万元印尼盾)。
Perencanaan Tebal Perkerasan Jalan Sergang – Jembatan Jengkong (No. 243) KM 8 Batu Putih Kabupaten Sumenep
The white stone mine in Batu Putih Village is one of the natural resources located in Sumenep Regency, precisely on Sergang Street - Jengkong Bridge No. 243 Km 8. This road is the only access road to the white stone mining. The current condition of the road is damaged and interferes with the distribution process of white stones, so good thick pavement planning is needed. Planning of flexible pavement thickness and the cost of flexible pavement construction on Sergang - Jengkong Bridge No. 243 Km 8 Batu Putih, Sumenep Regency uses quantitative research. The data collection process uses two types of data, the first is primary data which includes LHR data and the second is secondary data which includes literature and literature studies. In this research the data analysis technique uses Microsoft Office Excel which is to calculate the budget plan and Autocad for drawing. For calculation procedures adjusted to SNI -1732-1989. The results of the Average Daily Traffic Survey (LHR) obtained the total number of vehicles passing through by 21164 smp. The road to be planned is 3 Km long and 4 m wide. Calculation of pavement thickness using the laston AC-WC is 2.50 cm thick and will be planned to be 4 cm thick. The planned budget (RAB) for the road planning is Rp. 2,613,171,000.00 (two billion six hundred thirteen million one hundred seventy-one thousand rupiah).