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Prestressed concrete pipe has been mostly used in water-transmission line. In this paper we present the full-scale of our studies of PCCP and the evaluation of delimitation behavior of the structure. Recent attempt has been made to enable the PCCP structure suitable for the conventional cut and cover method. In this way, the disturbance to structures, construction time, and the cost can be decreased., {"references":["Alavinasab, A., Jha, R., & Ahmadi, G. (2011). Damage identification based on modal analysis of prestressed concrete pipes. In Pipelines 2011: A Sound Conduit for Sharing Solutions (pp. 12-23).","AWWA C301-07 (2007). Prestressed Concrete Cylinder Pipe, Steel Cylinder Pipe. American Water Works Association, Denver, CO.","Kola, R., & Sinha, S. K. (2010). Predictability and Preventability Indices for PCCP Water Mains. In Pipelines 2010: Climbing New Peaks to Infrastructure Reliability: Renew, Rehab, and Reinvest (pp. 730- 742).","Piratla, K. R., & Ariaratnam, S. T. (2011). Criticality analysis of water distribution pipelines. Journal of Pipeline Systems Engineering and Practice, 2(3), 91-101."]}