ANALISA TINGKAT KERUSAKAN JALAN DENGAN METODE SDI (SURFACE DISTRESS INDEX) DAN PERBAIKANNYA PADA RUAS JALAN SIMPANG TUO SUMAY-TERITI KABUPATEN TEBO

Prabandini, Anisa Dwi (2024) ANALISA TINGKAT KERUSAKAN JALAN DENGAN METODE SDI (SURFACE DISTRESS INDEX) DAN PERBAIKANNYA PADA RUAS JALAN SIMPANG TUO SUMAY-TERITI KABUPATEN TEBO. Undergraduate thesis, Universitas Muhammadiyah Malang.

[thumbnail of PENDAHULUAN.pdf]
Preview
Text
PENDAHULUAN.pdf

Download (3MB) | Preview
[thumbnail of BAB I.pdf]
Preview
Text
BAB I.pdf

Download (2MB) | Preview
[thumbnail of BAB II.pdf]
Preview
Text
BAB II.pdf

Download (2MB) | Preview
[thumbnail of BAB III.pdf] Text
BAB III.pdf
Restricted to Registered users only

Download (2MB) | Request a copy
[thumbnail of BAB IV.pdf] Text
BAB IV.pdf
Restricted to Registered users only

Download (2MB) | Request a copy
[thumbnail of BAB V.pdf] Text
BAB V.pdf
Restricted to Registered users only

Download (2MB) | Request a copy
[thumbnail of LAMPIRAN.pdf] Text
LAMPIRAN.pdf
Restricted to Registered users only

Download (5MB) | Request a copy

Abstract

The Simpang Tuo Sumay – Teriti Road is the main road that connects Sumay District and Tebo Tengah District. Due to excessive vehicle loads and increasing vehicle volume, it causes damage to the road pavement. Therefore, it is necessary to assess the condition of road damage using the SDI method; plan appropriate handling of road damage using the Bina Marga 2017 Method and ASSHTO 1993 Method; and analyze the required budget. The results of assessing the condition of road damage using the SDI method showed that the damage was heavily damaged with reconstruction treatment, light damage with rehabilitation treatment and moderate damage with routine/periodic maintenance treatment. The results of pavement planning using the Bina Marga 2017 Method showed that reconstruction treatment was LPA class A layer thickness 30 cm, AC – BC layer thickness 8 cm and AC – WC layer thickness 4 cm; handling rehabilitation and routine/periodic maintenance in the form of AC – WC leveling with layer thickness 4 cm; with total planned budget of IDR 742.539.848.55. Meanwhile, with the AASHTO 1993 Method, surface layer thickness 5 cm; with total planned budget of IDR 784,383,571.50.

Item Type: Thesis (Undergraduate)
Student ID: 201910340311133
Keywords: Road Damages, SDI Method, Bina Marga 2017, ASSHTO 1993.
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering (22201)
Depositing User: 201910340311133 anisaprabandini18
Date Deposited: 12 Jun 2024 02:38
Last Modified: 12 Jun 2024 02:38
URI: https://eprints.umm.ac.id/id/eprint/7032

Actions (login required)

View Item
View Item