On U.S. Highway 153 in Mosinee, Wisconsin, partial depth repair (PDR) and full depth repair (FDR) were utilized to restore structural integrity and ride quality. PDR addressed surface defects while FDR tackled deeper issues. These repairs have extended the pavement's lifespan and reduced maintenance costs. The project, completed in 2½ months, highlights the advantages of PDR for quickly addressing shallow problems at joints and extending pavement service life without the need for extensive overlays or replacements.

The U.S. 52 Intersection at Interstate 95 in Florence, South Carolina, underwent full-depth concrete replacement and diamond grinding to address severe rutting issues. Diamond grinding created a smoother surface, and full-depth replacement ensured long-term stability. These efforts successfully restored the pavement's functionality and provided a durable solution expected to last more than 25 years.

On I-44 in Oklahoma City, Oklahoma, extensive Concrete Pavement Restoration (CPR) measures, including diamond grinding, dowel bar retrofit (DBR), full depth repair (FDR) and joint resealing were applied to address transverse joint faulting and improve pavement conditions. Despite challenges such as limited work windows and high traffic volumes, the project was completed successfully in 2005, resulting in significant improvements in pavement service life and ride quality.

Interstate 29 Southbound in Hillsboro, North Dakota, saw significant improvements in the International Roughness Index (IRI) through various concrete pavement restoration (CPR) techniques. Key components included diamond grinding, dowel bar retrofit (DBR), full depth repair (FDR), partial depth repair (PDR), and joint resealing. Conducted primarily to restore load transfer and enhance skid resistance, the CPR methods targeted only the most deteriorated sections, demonstrating cost-effectiveness and flexibility.

State Route 58 in California implemented diamond grinding to reduce tire-pavement noise. This technique effectively addressed noise complaints, demonstrating a notable reduction in road noise. Conducted on a newly constructed section of SR 58, the study compared Caltrans standard longitudinal tined sections, burlap drag textures, and longitudinal broomed textures, as well as additional diamond ground and grooved sections. The research found that diamond grinding with 0.105-inch spacers provided the lowest noise levels among the test sections.

Winnipeg, Manitoba, saw significant improvements in road smoothness and durability through comprehensive Concrete Pavement Rehabilitation (CPR) initiatives. The project encompassed several techniques, including diamond grinding, dowel bar retrofit (DBR), partial depth repair (PDR), full depth repair (FDR), and transverse joint sealing. These methods were chosen over an asphalt overlay due to their cost-effectiveness, resulting in significant improvements in road smoothness and durability.