{"title":"莫朗海滩路柔韧路面的重新规划——面包球STA 0.0 +000 S/D 5+100","authors":"Dimas Aditya Putra, Udi Subagyo, R. Sasongko","doi":"10.55404/jos-mrk.2021.02.03.244-248","DOIUrl":null,"url":null,"abstract":"The Tulungagung / Blitar / Molang Beach – Bululawang Regency Boundary Road was built on the Boundary of Tulungagung Regency and Kab. Blitar. This road construction project is expected to increase tourism and the local economy. The road was previously planned by a planning consultant with a 5.1 km long, 7 m wide, and 2 m shoulder road where the road network system and secondary collector road function with a total financing of Rp. 99.135.045.000,-. Re-planning is done to make alternative plans and improve the comfort of road users. This thesis discusses pavement planning. The data needed are average daily traffic, CBR land data. The calculation and planning of the road refers to SNI Pt T – 01 – 2002 – B Refers to AASHTO'93. 15.30 cm sub-base layer, 15.30 cm top foundation layer, 10 cm surface layer.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"383 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"PERENCANAAN ULANG PERKERASAN LENTUR JALAN PANTAI MOLANG – BULULAWANG STA 0+000 S/D 5+100\",\"authors\":\"Dimas Aditya Putra, Udi Subagyo, R. Sasongko\",\"doi\":\"10.55404/jos-mrk.2021.02.03.244-248\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The Tulungagung / Blitar / Molang Beach – Bululawang Regency Boundary Road was built on the Boundary of Tulungagung Regency and Kab. Blitar. This road construction project is expected to increase tourism and the local economy. The road was previously planned by a planning consultant with a 5.1 km long, 7 m wide, and 2 m shoulder road where the road network system and secondary collector road function with a total financing of Rp. 99.135.045.000,-. Re-planning is done to make alternative plans and improve the comfort of road users. This thesis discusses pavement planning. The data needed are average daily traffic, CBR land data. The calculation and planning of the road refers to SNI Pt T – 01 – 2002 – B Refers to AASHTO'93. 15.30 cm sub-base layer, 15.30 cm top foundation layer, 10 cm surface layer.\",\"PeriodicalId\":337938,\"journal\":{\"name\":\"Jurnal JOS-MRK\",\"volume\":\"383 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-09-20\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Jurnal JOS-MRK\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.55404/jos-mrk.2021.02.03.244-248\",\"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 JOS-MRK","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.55404/jos-mrk.2021.02.03.244-248","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
PERENCANAAN ULANG PERKERASAN LENTUR JALAN PANTAI MOLANG – BULULAWANG STA 0+000 S/D 5+100
The Tulungagung / Blitar / Molang Beach – Bululawang Regency Boundary Road was built on the Boundary of Tulungagung Regency and Kab. Blitar. This road construction project is expected to increase tourism and the local economy. The road was previously planned by a planning consultant with a 5.1 km long, 7 m wide, and 2 m shoulder road where the road network system and secondary collector road function with a total financing of Rp. 99.135.045.000,-. Re-planning is done to make alternative plans and improve the comfort of road users. This thesis discusses pavement planning. The data needed are average daily traffic, CBR land data. The calculation and planning of the road refers to SNI Pt T – 01 – 2002 – B Refers to AASHTO'93. 15.30 cm sub-base layer, 15.30 cm top foundation layer, 10 cm surface layer.
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