Geotechnical Investigation for the Kataraja Toll Road – Section 1

The Geotechnical Investigation for the Kataraja Toll Road – Section 1 was conducted to obtain soil condition data and geotechnical parameters as a basis for the planning and construction of toll road infrastructure across an area with varying soil and topographic conditions. The scope of work included field geotechnical investigations, soil boring and testing, evaluation of soil stratigraphy and subgrade conditions, and interpretation of geotechnical parameters for the design of embankments, foundations, and toll road pavements. Key challenges included variations in subgrade conditions, potential ground settlement and deformation, and the need for detailed geotechnical data to support the stability and safety of the toll road infrastructure. The technical approach involved systematic geotechnical investigation and testing, evaluation of soil characteristics and ground stability, and development of technical recommendations to support the safe, stable, and reliable design and construction of the toll road.