This research aims to investigate the impacts of waste crushed glass powder (GP) as an additive, combined with Lime, on the physical and mechanical properties of clayey soil. It builds on previous knowledge that establishes positive results with waste GP% up to 10%, by extending mix percentages of waste GP to 15%, with 5% fixed Lime content. The mix design samples are tested in laboratories using relevant ASTM standards after curing for 7 days and the results were analyzed using descriptive, graphical and statistical methods. It was found through analysis, mixing 10% of waste GP with 5% of Lime with clayey soil yielded the optimum results in terms of critical mechanical properties. With this combination, the unconfined compressive strength of the clayey soil increased considerably with a slight increase in the coefficient of permeability (k) and shear strength. On the other hand, no substantial change in physical properties was observed due to the addition of GP in combination with lime. This research improves the understanding of clayey soil behavior reinforced with crushed GP. Consequently, this study is among the first to investigate GP–Lime combinations in clayey soils beyond 10% GP content using a full suite of ASTM-standard tests. The findings highlight both improvements (UCS, permeability) and limitations (CBR), offering practical guidance for engineers while reinforcing the environmental benefits of reusing waste glass.