{"title":"用PCI、SDI和BINA处理损害的方法进行道路损坏分析","authors":"Fajar Joko Purnomo, Kurnia Hadi Putra","doi":"10.57203/jriteks.v1i1.2022.9-19","DOIUrl":null,"url":null,"abstract":"Poros Gresik– Lamongan Highway KM 36-39 is a national road that connects the provinces of East Java and Central Java, the road is often traversed by high-loaded vehicles, resulting in road damage that can interfere with the safety and comfort of users. This study aims to determine the condition of the pavement layer according to the type and level of damage that occurs and can determine how to maintain it. The research was conducted by means of a survey to obtain primary data so that it can be used as a reference for the calculation and maintenance of road pavements. The method used is the Bina Marga method, PCI (Pavement Condition Index), and SDI (Surface Distress Index). On the Jalan Raya Poros Gresik – Lamongan KM 36-39, the types of damage include grain release, holes, box cracks, side cracks, patches, curls, crocodile cracks, longitudinal cracks, skid cracks, joint cracks and transverse cracks. The Bina Marga method obtained a priority order value of 7 which is included in the routine maintenance program. The PCI method obtained an average value of less than 60, and rehabilitation can be carried out for damage. The SDI method got a value of 45 which means it is in good condition. Handling carried out refers to the Practical Guide to Routine Road Maintenance (1992) in the form of Asphalt (P2), Patching (P5), and Leveling (P6).","PeriodicalId":107540,"journal":{"name":"Jurnal Riset Teknik Sipil dan Sains","volume":"4 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-08-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"ANALISIS KERUSAKAN JALAN DENGAN METODE PCI, SDI, DAN BINA MARGA SERTA ALTERNATIF PENANGANAN KERUSAKAN\",\"authors\":\"Fajar Joko Purnomo, Kurnia Hadi Putra\",\"doi\":\"10.57203/jriteks.v1i1.2022.9-19\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Poros Gresik– Lamongan Highway KM 36-39 is a national road that connects the provinces of East Java and Central Java, the road is often traversed by high-loaded vehicles, resulting in road damage that can interfere with the safety and comfort of users. This study aims to determine the condition of the pavement layer according to the type and level of damage that occurs and can determine how to maintain it. The research was conducted by means of a survey to obtain primary data so that it can be used as a reference for the calculation and maintenance of road pavements. The method used is the Bina Marga method, PCI (Pavement Condition Index), and SDI (Surface Distress Index). On the Jalan Raya Poros Gresik – Lamongan KM 36-39, the types of damage include grain release, holes, box cracks, side cracks, patches, curls, crocodile cracks, longitudinal cracks, skid cracks, joint cracks and transverse cracks. The Bina Marga method obtained a priority order value of 7 which is included in the routine maintenance program. The PCI method obtained an average value of less than 60, and rehabilitation can be carried out for damage. The SDI method got a value of 45 which means it is in good condition. Handling carried out refers to the Practical Guide to Routine Road Maintenance (1992) in the form of Asphalt (P2), Patching (P5), and Leveling (P6).\",\"PeriodicalId\":107540,\"journal\":{\"name\":\"Jurnal Riset Teknik Sipil dan Sains\",\"volume\":\"4 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-08-31\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Jurnal Riset Teknik Sipil dan Sains\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.57203/jriteks.v1i1.2022.9-19\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Jurnal Riset Teknik Sipil dan Sains","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.57203/jriteks.v1i1.2022.9-19","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 2
摘要
Poros Gresik - Lamongan公路KM 36-39是连接东爪哇省和中爪哇省的国道,道路经常被高负荷车辆穿越,导致道路损坏,可能干扰用户的安全和舒适。本研究旨在根据所发生的损伤类型和程度来确定路面层的状况,并确定如何进行维护。这项研究是通过调查的方式进行的,以获得原始数据,以便为道路路面的计算和维护提供参考。使用的方法是Bina Marga法、PCI(路面状况指数)和SDI(地表损伤指数)。在Jalan Raya Poros Gresik - Lamongan KM 36-39上,损坏类型包括颗粒释放、孔洞、箱形裂缝、侧裂缝、斑块、卷曲、鳄鱼裂缝、纵向裂缝、滑移裂缝、接缝裂缝和横向裂缝。Bina Marga方法得到的优先级顺序值为7,被纳入日常维护计划。PCI法获得的平均值小于60,对损伤可进行康复治疗。SDI方法的值为45,这意味着它处于良好状态。处理方法参照1992年《日常道路养护实用指南》,采用沥青(P2)、修补(P5)和找平(P6)的形式。
ANALISIS KERUSAKAN JALAN DENGAN METODE PCI, SDI, DAN BINA MARGA SERTA ALTERNATIF PENANGANAN KERUSAKAN
Poros Gresik– Lamongan Highway KM 36-39 is a national road that connects the provinces of East Java and Central Java, the road is often traversed by high-loaded vehicles, resulting in road damage that can interfere with the safety and comfort of users. This study aims to determine the condition of the pavement layer according to the type and level of damage that occurs and can determine how to maintain it. The research was conducted by means of a survey to obtain primary data so that it can be used as a reference for the calculation and maintenance of road pavements. The method used is the Bina Marga method, PCI (Pavement Condition Index), and SDI (Surface Distress Index). On the Jalan Raya Poros Gresik – Lamongan KM 36-39, the types of damage include grain release, holes, box cracks, side cracks, patches, curls, crocodile cracks, longitudinal cracks, skid cracks, joint cracks and transverse cracks. The Bina Marga method obtained a priority order value of 7 which is included in the routine maintenance program. The PCI method obtained an average value of less than 60, and rehabilitation can be carried out for damage. The SDI method got a value of 45 which means it is in good condition. Handling carried out refers to the Practical Guide to Routine Road Maintenance (1992) in the form of Asphalt (P2), Patching (P5), and Leveling (P6).