Priambudi, Dimas Akbar (2024) Analisis Perbandingan Perencanaan Perkerasan Lentur Metode Bina Marga 2017 dan AASHTO 1993 Dengan Menggunakan Program Kenpave Pada Frontage Road Waru-Buduran Sidoarjo (STA 0+000 - STA 9+400). Undergraduate thesis, UPN Veteran Jawa Timur.
Text (Cover)
20035010004 -COVER.pdf Download (1MB) |
|
Text (Bab 1)
20035010004 -BAB 1.pdf Download (674kB) |
|
Text (Bab 2)
20035010004 -BAB 2.pdf Restricted to Repository staff only until 9 December 2026. Download (1MB) |
|
Text (Bab 3)
20035010004 -BAB 3.pdf Restricted to Repository staff only until 9 December 2026. Download (626kB) |
|
Text (Bab 4)
20035010004 -BAB 4.pdf Restricted to Repository staff only until 9 December 2026. Download (3MB) |
|
Text (Bab 5)
20035010004 -BAB 5.pdf Download (599kB) |
|
Text (Daftar pustaka)
20035010004 -DAFTAR PUSTAKA.pdf Download (477kB) |
|
Text (Lampiran)
20035010004 -LAMPIRAN.pdf Restricted to Repository staff only Download (972kB) |
Abstract
The growth and mobility of the increasing population will affect traffic volume and the load experienced by the road pavement. The construction of the Waru-Buduran Frontage Road, which connects three districts over a length of 9.4 kilometers, uses flexible pavement. Flexible pavement is a type of pavement that uses asphalt to bind the aggregate mixture and has the primary characteristic of being elastic. This study will compare pavement thickness design using the Bina Marga 2017 method and the AASHTO 1993 method, along with cost analysis and the KENPAVE program to analyze the impact of traffic load on stress, strain, and the type of damage to the road structure. The results of this study show that the pavement thickness using the AASHTO 1993 method is 74 cm, while the Bina Marga 2017 method results in a thickness of 57 cm, with a cost difference of IDR 12.3 billion. This suggests that the Bina Marga 2017 method is more efficient in terms of both thickness and cost. In terms of traffic load repetition control, both methods were able to achieve the design lifespan based on fatigue cracking and rutting damage types. However, the analysis of permanent deformation damage indicates that the planned traffic load exceeds the load capacity that the pavement can withstand in both the Bina Marga 2017 method (19,991,072 ESAL) and the AASHTO 1993 method (159,809,423 ESAL), suggesting that the road will experience damage before reaching its planned lifespan.
Item Type: | Thesis (Undergraduate) | ||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Contributors: |
|
||||||||||||
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) | ||||||||||||
Divisions: | Faculty of Engineering > Departement of Civil Engineering | ||||||||||||
Depositing User: | DIMAS AKBAR PRIAMBUDI | ||||||||||||
Date Deposited: | 09 Dec 2024 07:33 | ||||||||||||
Last Modified: | 09 Dec 2024 07:33 | ||||||||||||
URI: | https://repository.upnjatim.ac.id/id/eprint/32632 |
Actions (login required)
View Item |