For the purpose of this corridor, the pavement was designed such that one uniform pavement design could be used throughout the bounds of the project. The pavement design was completed using the Marshall method as described in the Mannering and Washburn textbook, and based on the traffic count data provided by the NJDOT. By performing this analysis, it was found that the optimal design consists of five inches of hot mix asphalt, five inches of coarse soil cement, and eleven inches of crushed stone.