Apriyanti, Eka (2021) Perencanaan Tebal Perkerasan Jalan. Undergraduate thesis, Politeknik Negeri Bengkalis.
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Abstract
Garuda Street is located in Bagan Keladi Village, West Dumai District, which is one of the transportation accesses to accommodate the traffic flow from Ratu Sima to Purnama and Bagan Keladi Village. It has 3 (three) existing conditions, rigid pavement which is able to use, have been damaged, and hoarded ground. From the conditions, planner is interested in evaluating the damage and planning the thickness of the pavement. Therefore the purpose is to determine the type of road damage and handling, determine the type of road pavement, and the estimate of engineer. The planning of road pavement by using the MDPJ 2017 method and the evaluation of the road damage by using Bina Marga 1990. The results of this planning indicated that routine maintenance, the flexible pavement as big as 50 cm (LFA Class A 40 cm, AC-BC 6 cm, and AC-WC 4 cm), while the rigid pavement as big as 32.5 cm (LFA Class A 12.5 cm, and K-300 Concrete Plate 20 cm) for the thickness pavement and the estimate of engineer as big as Rp 2.066.909.772 for flexible pavement and Rp 2.137.723.096 for rigid pavement.
| Item Type: | Thesis (Undergraduate) | ||||||||
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| Uncontrolled Keywords: | Bina Marga Method, MDPJ 2017, Flexible Pavement, Rigid Pavement, Estimate of Engineer. | ||||||||
| Subjects: | 410 ILMU TEKNIK > 420 TEKNIK SIPIL DAN PERENCANAAN TATA RUANG > 421 Teknik Sipil | ||||||||
| Divisions: | Jurusan Teknik Sipil > Sarjana Terapan Teknik Perancangan Jalan Dan Jambatan > TUGAS AKHIR | ||||||||
| Depositing User: | Users 253 not found. | ||||||||
| Date Deposited: | 28 Sep 2021 14:51 | ||||||||
| Last Modified: | 28 Sep 2021 14:51 | ||||||||
| URI: | http://eprints.polbeng.ac.id/id/eprint/1886 |
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