Geotechnical Investigation for the Jakarta–Cikampek II South Toll Road – Package 3

The Geotechnical Investigation for the Jakarta–Cikampek II South Toll Road – Package 3 was conducted to obtain geotechnical data and soil condition information as a basis for the design and construction of toll road infrastructure in an area characterized by varying subgrade conditions and high traffic loading. 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 foundations, embankments, and toll road pavements. Key challenges included variations in subgrade conditions, potential ground deformation and settlement, 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 geotechnical parameter recommendations to support the safe, stable, and reliable design and construction of the toll road.