{"title":"PENGARUH MUATAN TRUK BERLEBIH TERHADAP NILAI KERUSAKAN DAN BIAYA PEMELIHARAAN JALAN RUAS CIKAMPEK-PAMANUKAN","authors":"M. A. Aziz G, B. Susilo","doi":"10.25105/cesd.v1i2.4105","DOIUrl":"https://doi.org/10.25105/cesd.v1i2.4105","url":null,"abstract":"<span><em>Cikampek-Pamanukan Road is the main route of Pantura in the area ofWest Java Province. The proportion </em><span><em>of truck traffic in the lane tend to be higher along with the high traffic of goods. The research conducted in </em><span><em>the Cikampek-Pamanukan section aims to analyze the magnitude of the effect of overloaded truckloads on the </em><span><em>road damage value, to analyze the magnitude of the effect of overhead truckloads on road maintenance costs, </em><span><em>and the costs incurred due to excessive truckloads. Methods The study was conducted by conducting a road </em><span><em>damage survey from March to December 2016, and an overload truck survey using WIM tools from January </em><span><em>to December 2014. The results showed the effect of overload loading on vehicle damage (ESAL) in the form </em><span><em>of exponential curve with the equation Y = 23,722e</em><span><em>0,0264x</em><span><em>. The influence of overload truck volume on road</em><br /><span><em>damage resulted in Cirebon Y = 7,4823066 - 0,0000048X1 + 0, 004239X2, and Jakarta Y = 172,9392 + </em><span><em>0,00009X1 - 0,00830X2. The effect of overloaded truckloads on road maintenance costs with over 10% MST </em><span><em>loading, resulting in a cost of Rp. 733.180.483,72</em></span></span></span></span></span></span></span></span></span></span><br /><br class=\"Apple-interchange-newline\" /></span></span></span>","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"17 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128262666","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}
{"title":"ANALISA PENURUNAN RAFT-PILED FOUNDATIONAREA BOGIE WAREHOUSE PROYEK JAKARTA LRT SECTION DEPOT","authors":"A. Wijaya","doi":"10.25105/CESD.V1I2.4104","DOIUrl":"https://doi.org/10.25105/CESD.V1I2.4104","url":null,"abstract":"<span><em>The foundation of the raft post is the bottom structure of a building that channeled the load from the structure </em><span><em>over the soil under it. Carrying capacity of drill pile foundation is influenced by the capacity of the pole tip</em><br /><span><em>and bearing capacity of the pole blanket. The decline in this area can be an immediate decline and a </em><span><em>decrease in consolidation. This study aims to analyze the decrease of raft poles and the proportion of load </em><span><em>bearing in the bogie area of the Kelapa Gading LRT warehouse depot - Jakarta. From the analysis of the</em><br /><span><em>NSPT test results in the field, the ultimate carrying capacity and the decrease that occurred on the raft poles </em><span><em>were obtained. Based on the results of calculation of the ultimate carrying capacity of a single drill pole of </em><span><em>1.1 x 104 kN and the carrying capacity of the group is 1.1 x 108 kN. Calculation of group efficiency with the </em><span><em>Feld method is obtained at a value of 0.588. In the calculation of the immediate decline of the pole, a value of </em><span><em>5 cm is obtained and a decrease in consolidation of 7 cm. From the calculation of the proportion of raft pole</em><br /><span><em>load bearing the value of Pr = 6 x 10-6 is obtained, which means that load bearing can be said to be </em><span><em>dominated by rafts.</em></span></span></span></span></span></span></span></span></span></span></span><br /><br class=\"Apple-interchange-newline\" /></span>","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"98 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128004070","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}
{"title":"KOMPATIBILITAS DISAIN : PENENTU KINERJA WAKTU PELAKSANAAN BANGUNAN GEDUNG","authors":"B. Yuwono, Dwi Emi Lisa Yani, Achmad Waryanto","doi":"10.25105/cesd.v1i1.3242","DOIUrl":"https://doi.org/10.25105/cesd.v1i1.3242","url":null,"abstract":"","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"114 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122613939","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}
{"title":"MODELLING OF DOMESTIC WATER DEMAND USING SPATIAL DATA POPULATION FOR CISADANE UPSTREAM WATERSHED","authors":"D. Hidayat, Yuddi Yudistira","doi":"10.25105/CESD.V1I1.3240","DOIUrl":"https://doi.org/10.25105/CESD.V1I1.3240","url":null,"abstract":"In Indonesia, water resources management planning has done based on river area. But the problem is the calculation still based on population data with administrative boundary. This is caused by the lack of population data with watershed or river area boundary. Geographical Information System (GIS) is a tools to analyze, visualize and interpret data with spatial and geographic data. For this research, GIS is used to generate population data with watershed and river area boundary,then the result will used for domestic water demand calculation for Cisadane upstream watershed. For all district in Cisadane Upstream Watershed, the largest district in entire watershed are Cibungbulang, Leuwiliang and Nanggung. But the most dense population are Ciomas, Ciampea and Cibungbulang. The calculation using watershed boundary resulting significant difference from district boundary. With spatial data population using watershed boundary, domestic water demand calculation result can be more accurate than using all district population data.","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"37 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125823400","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}
{"title":"RECENT ADVANCES OF CAST-IN-SITU PILE INTEGRITY TEST IN INDONESIA","authors":"A. Kawanda","doi":"10.25105/CESD.V1I1.3241","DOIUrl":"https://doi.org/10.25105/CESD.V1I1.3241","url":null,"abstract":"Deep foundations, especially cast-in-situ piles became popular and key support for most structures in limited land, so as Jakarta. The piles quality became highly dependent on the soil condition and the skill of the contactors. It’s underneath the ground and this makes inspection to its quality became much more difficult. There is many methods for inspection, either by destructive method, i.e. coring, to non-destructive method like low strain integrity test (PIT), cross-hole sonic logging (CSL) and latest is thermal integrity profiler (TIP). Some advances in applicating and evaluating the pile integrity discussed here as well as its advantages and limitations.","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"7 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123398951","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}
{"title":"SISTEM ISOLASI SEISMIK STRUKTUR GEDUNG RUMAH SAKIT PRATAMA ENREKANG SULAWESI SELATAN","authors":"Ade Okvianti Irlan, Muhammad Sofyan","doi":"10.25105/CESD.V1I1.3238","DOIUrl":"https://doi.org/10.25105/CESD.V1I1.3238","url":null,"abstract":"","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"21 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125267305","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}
{"title":"ANALISIS KINERJA OPERASIONAL KERETA API JURUSAN JAKARTA-PURWAKARTA (STUDI KASUS KERETA API WALAHAR EKSPRES DAN CILAMAYA EKSPRES)","authors":"Wisnu Adika, Prima Jiwa Osly","doi":"10.25105/CESD.V1I1.3243","DOIUrl":"https://doi.org/10.25105/CESD.V1I1.3243","url":null,"abstract":"","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123959664","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}
{"title":"PENGARUH TEMPERATUR DAN JUMLAH LINTASAN PEMADATAN TERHADAP DENSITY PERKERASAN ASPHALT CONCRETE WEARING COURSE","authors":"Muhammad Fahruddin, B. Susilo","doi":"10.25105/CESD.V1I1.3239","DOIUrl":"https://doi.org/10.25105/CESD.V1I1.3239","url":null,"abstract":"Hotmix performance is very dependent on volumetric characteristics and Marshall characteristics, one of the parameters of which is density. Unmet density will affect other Marshall parameters which can also result in early damage to road pavement. This thesis is the result of research in the field and in the laboratory which aims to analyze the effect of temperature at the stage of exposure, and the stage of compaction as well as the number of compaction paths on the density of pavement AC-WC type IVB Asphalt Institute. Research in the field is divided into two categories that are distinguished at the temperature of the exposure to meet the specification requirements and do not meet. The results showed that there was a tendency that the temperature of the dispersion in the range of requirements had a stronger correlation to get the value of the hotmix density according to the requirements compared to the overlay temperature not in the range of requirements. The regression equation model relates the laying temperature (X1), the initial compaction temperature (X2), and the number of compaction paths (X3) to the hotmix density (Y) obtained are: Y = 82,7 + 0,021X1 + 0,033X2 + 0,409X3.","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"80 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129178942","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}