The document describes an experimental study that tested the mechanical properties of cracked round bamboo poles reinforced with fiber-reinforced polymer (FRP) sheets under axial compression loads. Specimens were divided into four groups based on location of the pole, presence/severity of cracks, and whether they were fully or half wrapped with FRP. Results showed that FRP reinforcement increased compressive strength and ductility compared to uncracked and cracked unreinforced specimens. However, the confinement effect of the FRP was not fully utilized. Future work plans to use cement filling and joint reinforcement to prevent inward buckling under loads.