Geotechnical Investigation for the Panorama I (Sitinjau Lauik I) Flyover Development Project

The Geotechnical Investigation for the Panorama I (Sitinjau Lauik I) Flyover Development Project was conducted to obtain geotechnical data and soil conditions as a basis for the planning and construction of a flyover in an area with challenging topographic and geological conditions. The scope of work included field geotechnical investigations, soil and rock boring and testing, assessment of slope conditions and ground stability, and interpretation of geotechnical parameters for the design of flyover foundations and structures. Key challenges included steep terrain, potential landslides and slope instability, and the need for detailed geotechnical data to support construction safety and structural stability. The technical approach involved systematic geotechnical investigation and testing, evaluation of soil and rock characteristics, and development of technical recommendations to support a safe, stable, and reliable flyover design and construction.