Evaluation of Portland Cement Concrete Pavement With High Slag Content Cement

The performance of a section of concrete pavement built with 30 percent Ground Granulated Blast Furnace Slag (GGBFS) is compared to a control section of concrete pavement built with 25 percent GGBFS to determine if the higher slag content pavement is more resistant to wear from studded tires. This report details the construction of the pavement, construction quality control tests, and initial base line wear, friction, and smoothness results.
Publication Date: 
Friday, June 12, 2009
Publication Number: 
WA-RD 728.1
Last modified: 
10/12/2016 - 15:41
Keith W. Anderson, Jeff S. Uhlmeyer, Kurt Williams, Mark Russell, Jim Weston.
Washington (State). Dept. of Transportation. Materials Laboratory
Number of Pages: 
Concrete pavements, Concrete construction, Paving, Granulated slag, Slag, Pavement performance, Studded tires, Durability, Quality control, Base lines, Alternatives analysis.