Cylindrical cavity expansion is one of the fundamental boundary value problems in geotechnical engineering used as a simplified analogue to the pressuremeter test, pile driving and the Cone Penetration Test. Much of the popularity of cavity expansion comes from the simplicity of modelling it numerically. All numerical models require verification and validation, but doing so for cavity expansion has been limited due the relatively small amount of physical modelling of the problem. Past cavity expansion tests in calibration chambers have often been limited in range of strains, diameter to length ratio, and the amount and type of measurements made. This paper describes a calibration chamber set up used to perform cylindrical cavity expansion tests in a dry fine sand. Instead of attempting to replicate a specific application (e.g., pressuremeter test), the goal was to create a near-perfect cylindrical cavity expansion model, with in-soil measurement of stresses and strains, to serve as baseline data for validation of numerical models. The experimental set up is described, the material properties are summarized, and results of a cavity expansion tests are presented and discussed.