Radityasaka, Jalu and -, Ir. Agus Riyanto MT (2021) Analisis Kerusakan Perkerasan Kaku Dengan Metode Pavement Condition Index (Pci) , Alternatif Solusi Dan Biaya Perbaikannya (Studi Kasus: Ruas Jalan Boyolali – Musuk STA 0+000 Sampai STA 3+800). Skripsi thesis, Universitas Muhammadiyah Surakarta.
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Abstract
The Boyolali – Musuk road section is a primary local district road with rigid pavement which acts as a liaison between sub-districts and is a Merapi sand extraction route. The load of passing sand trucks is one of the causes of damage to the road segment.Road damage has an impact on the comfort and safety of road users observations need to be made to determine the condition of the road pavement, the method chosen is the Pavement Condition Index (PCI) method.. This PCI method can be used as a reference to determine the handling and repair costs. In this study, the required data consists of 2 types, namely secondary datacovering AHSP Boyolali Regency in 2020 and primary datawhich includes data on the type, level and quantity of the damage. How to analyze it by dividing the road segment 5 mx 100 m. Each segment is evaluated by knowing type, level of damage and quantity of damage to get the PCI value. From the PCI value of each segment, it can be seen the quality of the PCI rating unit pavement which is then used as a reference to determine the handling of damage and to calculate the repair budget. Based on the results of the research, the condition of the pavement on the Boyolali – Musuk Road is fairly good based on the PCI rating with a value of 59. There are several types of damage including corner cracks, split slabs, cracks due to traffic loads, longitudinal cracks, shrinkage cracks, damage to joint fillers. , fractures, small patches and surface defects. The dominant damage to this section is the surface defect caused by the large number of sand trucks passing by and the material is not up to standard. The types of repairs carried out are filling cracks and joints, fillings, leveling coatings and re-coating. The total budget required to deal with the damage is IDR 398,991,000.00.
| Item Type: | Karya ilmiah (Skripsi) |
|---|---|
| Uncontrolled Keywords: | cost, road damage, rigid pavement, pci, repair. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | JALU RADITYASAKA |
| Date Deposited: | 08 Aug 2021 17:04 |
| Last Modified: | 08 Aug 2021 17:04 |
| URI: | http://eprints.ums.ac.id/id/eprint/92828 |
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