DESIGN OF PCI GIRDER BRIDGE STRUCTURE WITH PORTAL PIERS (AEK LATONG ROAD RELOCATION STUDY CASE)
In order to improve the infrastructure in the Aek Latong area, the government is relocating the Aek Latong road, which requires a bridge to span a valley at STA 7+400. The bridge planned for this relocation will be a PCI-girder type bridge with portal piers. The design will include the superstruc...
Saved in:
| Main Author: | |
|---|---|
| Format: | Final Project |
| Language: | Indonesia |
| Subjects: | |
| Online Access: | https://digilib.itb.ac.id/gdl/view/81573 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | In order to improve the infrastructure in the Aek Latong area, the government
is relocating the Aek Latong road, which requires a bridge to span a valley at STA
7+400. The bridge planned for this relocation will be a PCI-girder type bridge with
portal piers. The design will include the superstructure, substructure, and
foundation of the bridge. Given that Aek Latong is an earthquake-prone area, the
bridge is also being designed to withstand seismic activity. The entire planning
process adheres to relevant regulations, including SNI (Indonesian National
Standards), AASHTO (American Association of State Highway and Transportation
Officials), and Caltrans (California Department of Transportation standards). The
outcome of this planning will be detailed designs for each element and technical
drawings that can guide the construction process. At the end of the planning process,
there will also be a comparison regarding the effectiveness of the type of piers and
girder spacing used, with a reference bridge that has a girder spacing of 2.4 meters
and uses a single pier. |
|---|