UJI KOMPARASI PERENCANAAN TEBAL PERKERASAN LENTUR DAN KAKU METODE AASHTO 1993 (STUDI KASUS PROYEK KBK PENINGKATAN JALAN NASIONAL BANYUMANIK BAWEN)
KBK project Tujauan Road Improvement Banyumanik - Bawen besides increasing the capacity of the road, also aims to improve the quality of the pavement in the form of rigid pavement in order to overcome the damage to roads, especially in the area of incline / derivatives and around traffic light .. Th...
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Universitas Negeri Semarang
2015-01-01
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| Series: | Jurnal Teknik Sipil dan Perencanaan |
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| Online Access: | https://journal.unnes.ac.id/nju/index.php/jtsp/article/view/6895 |
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| author | Totok Apriyatno |
| author_facet | Totok Apriyatno |
| author_sort | Totok Apriyatno |
| collection | DOAJ |
| description | KBK project Tujauan Road Improvement Banyumanik - Bawen besides increasing the capacity of the road, also aims to improve the quality of the pavement in the form of rigid pavement in order to overcome the damage to roads, especially in the area of incline / derivatives and around traffic light .. This is because the pavement in regional incline / derivatives or traffic light is always damage in the form of Ruts (groove). This study analyzes the thick rigid pavement CBC project is implemented and compared with if the use is thick flexible pavement (asphalt). In terms of cost requirements and the design life of pavement, the results of this study might be useful for research studies on the next, remembering of several studies found that for the same length, rigid pavement construction costs more expensive than flexible pavement, but the life of the plan rigid pavement longer than flexible pavement. Thick rigid pavement were implemented in this project is 27 cm, while the results of the analysis, using concrete K-350 and a 20-year design life of rigid pavement thickness obtained by 29 cm and when using flexible pavement with a design life of 10 years obtained a total thickness of 47.5 cm consisting of: (a). Surface layer (AC) 4 cm, (b). Base layers Over 12 cm, and (c). Under the foundation layers of 31.5 cm. |
| format | Article |
| id | doaj-art-7b77bd9c42e84b6ebcaff413057fb709 |
| institution | DOAJ |
| issn | 1411-1772 2503-1899 |
| language | English |
| publishDate | 2015-01-01 |
| publisher | Universitas Negeri Semarang |
| record_format | Article |
| series | Jurnal Teknik Sipil dan Perencanaan |
| spelling | doaj-art-7b77bd9c42e84b6ebcaff413057fb7092025-08-20T03:06:41ZengUniversitas Negeri SemarangJurnal Teknik Sipil dan Perencanaan1411-17722503-18992015-01-011715162UJI KOMPARASI PERENCANAAN TEBAL PERKERASAN LENTUR DAN KAKU METODE AASHTO 1993 (STUDI KASUS PROYEK KBK PENINGKATAN JALAN NASIONAL BANYUMANIK BAWEN)Totok ApriyatnoKBK project Tujauan Road Improvement Banyumanik - Bawen besides increasing the capacity of the road, also aims to improve the quality of the pavement in the form of rigid pavement in order to overcome the damage to roads, especially in the area of incline / derivatives and around traffic light .. This is because the pavement in regional incline / derivatives or traffic light is always damage in the form of Ruts (groove). This study analyzes the thick rigid pavement CBC project is implemented and compared with if the use is thick flexible pavement (asphalt). In terms of cost requirements and the design life of pavement, the results of this study might be useful for research studies on the next, remembering of several studies found that for the same length, rigid pavement construction costs more expensive than flexible pavement, but the life of the plan rigid pavement longer than flexible pavement. Thick rigid pavement were implemented in this project is 27 cm, while the results of the analysis, using concrete K-350 and a 20-year design life of rigid pavement thickness obtained by 29 cm and when using flexible pavement with a design life of 10 years obtained a total thickness of 47.5 cm consisting of: (a). Surface layer (AC) 4 cm, (b). Base layers Over 12 cm, and (c). Under the foundation layers of 31.5 cm.https://journal.unnes.ac.id/nju/index.php/jtsp/article/view/6895damageroadsthickpavement |
| spellingShingle | Totok Apriyatno UJI KOMPARASI PERENCANAAN TEBAL PERKERASAN LENTUR DAN KAKU METODE AASHTO 1993 (STUDI KASUS PROYEK KBK PENINGKATAN JALAN NASIONAL BANYUMANIK BAWEN) Jurnal Teknik Sipil dan Perencanaan damage roads thick pavement |
| title | UJI KOMPARASI PERENCANAAN TEBAL PERKERASAN LENTUR DAN KAKU METODE AASHTO 1993 (STUDI KASUS PROYEK KBK PENINGKATAN JALAN NASIONAL BANYUMANIK BAWEN) |
| title_full | UJI KOMPARASI PERENCANAAN TEBAL PERKERASAN LENTUR DAN KAKU METODE AASHTO 1993 (STUDI KASUS PROYEK KBK PENINGKATAN JALAN NASIONAL BANYUMANIK BAWEN) |
| title_fullStr | UJI KOMPARASI PERENCANAAN TEBAL PERKERASAN LENTUR DAN KAKU METODE AASHTO 1993 (STUDI KASUS PROYEK KBK PENINGKATAN JALAN NASIONAL BANYUMANIK BAWEN) |
| title_full_unstemmed | UJI KOMPARASI PERENCANAAN TEBAL PERKERASAN LENTUR DAN KAKU METODE AASHTO 1993 (STUDI KASUS PROYEK KBK PENINGKATAN JALAN NASIONAL BANYUMANIK BAWEN) |
| title_short | UJI KOMPARASI PERENCANAAN TEBAL PERKERASAN LENTUR DAN KAKU METODE AASHTO 1993 (STUDI KASUS PROYEK KBK PENINGKATAN JALAN NASIONAL BANYUMANIK BAWEN) |
| title_sort | uji komparasi perencanaan tebal perkerasan lentur dan kaku metode aashto 1993 studi kasus proyek kbk peningkatan jalan nasional banyumanik bawen |
| topic | damage roads thick pavement |
| url | https://journal.unnes.ac.id/nju/index.php/jtsp/article/view/6895 |
| work_keys_str_mv | AT totokapriyatno ujikomparasiperencanaantebalperkerasanlenturdankakumetodeaashto1993studikasusproyekkbkpeningkatanjalannasionalbanyumanikbawen |