Syahputra, Hangga Indra (2022) Analysis of Flexible Pavement Damage in Mojokerto East Java Bypass Road with Pavement Condition Index (PCI) Method. Undergraduate thesis, Universitas 17 Agustus 1945 Surabaya.
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Abstract
The impact of damage to road pavement is a change in the shape of the road surface layer, namely in the form of cracks, patches, and holes that cause road performance to decrease. This research was carried out on the Mojokerto bypass road. The method used to assess flexible pavement using the Pavement Condition Index (PCI) method. This study aims to analyze the damage to flexible pavement that occurs on the Mojokerto bypass road. From the data analysis and calculation of damage to the Mojokerto bypass road, it was concluded, The damage that occurred on the Mojokerto bypass road at STA 8+100 to 11+100 there were 10 types of damage, including patch damage, crocodile cracks, sungkur, weathering and loose grains. , longitudinal cracks, box cracks, grooves, potholes, paths/shoulders descending, and subsidence. And for the PCI value from STA 8+100 to 11+100 it is 47.50 % MEDIUM (FAIR). By using proper repair/handling techniques on the Mojokerto bypass road. Keywords: Pavement Condition Index, Mojokerto Bypass Road, Road Pavement.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Uncontrolled Keywords: | Pavement Condition Index, Mojokerto Bypass Road, Road Pavement. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) T Technology > TE Highway engineering. Roads and pavements |
| Divisions: | Fakultas Teknik > Program Studi Teknik Sipil |
| Depositing User: | 1431700093 Hangga Indra Syahputra |
| Date Deposited: | 19 Apr 2022 02:18 |
| Last Modified: | 19 Apr 2022 02:18 |
| URI: | http://repository.untag-sby.ac.id/id/eprint/13597 |
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