Showing the layout of precast concrete panels in the contract document is the common practice today. Because the capabilities of the contractor and the fabricator of the panels are not known during the contract plan development, the general tendency is to be conservative. Due to the emulative nature of precast concrete deck systems using UHPC joints, the panel layout and joint locations are not needed for deck design. The contractor is allowed to develop the most suitable panel layout for fabrication, shipping and handling, and final installation while minimizing the use of UHPC. The proposed layout is submitted as part of the shop drawings to be reviewed and approved by NYSDOT. As an incentive to limit costs, NYSDOT bases payment to the contractor on the finished deck area, including the UHPC in joints.