Taylor, P. C., & Fick, G. J. (2015). Blended Aggregates for Concrete Mixture Optimization Best Practices for Jointed Concrete Pavements : [techbrief] (Report No. FHWA-HIF-15-019). United States. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/38535
Taylor, Peter C. and Gary J. Fick. Blended Aggregates for Concrete Mixture Optimization Best Practices for Jointed Concrete Pavements : [techbrief]. Report no. FHWA-HIF-15-019. United States. Federal Highway Administration, 2015. https://rosap.ntl.bts.gov/view/dot/38535.
Taylor, Peter C., and Gary J. Fick Blended Aggregates for Concrete Mixture Optimization Best Practices for Jointed Concrete Pavements : [techbrief]. United States. Federal Highway Administration, 2015, Report no. FHWA-HIF-15-019, ROSA P. https://rosap.ntl.bts.gov/view/dot/38535.
Historically, aggregate gradation has been controlled by specifications that call out envelopes for individual fractions, typically the coarse aggregate and the fine aggregate. The shortcoming of this approach is that the gradation of the overall system is not addressed. While it is sensible to stockpile coarse and fine fractions separately to prevent segregation, it is the combined system that is critical in the final mixture.
Taylor, P. C., & Fick, G. J. (2015). Blended Aggregates for Concrete Mixture Optimization Best Practices for Jointed Concrete Pavements : [techbrief] (Report No. FHWA-HIF-15-019). United States. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/38535
Taylor, Peter C. and Gary J. Fick. Blended Aggregates for Concrete Mixture Optimization Best Practices for Jointed Concrete Pavements : [techbrief]. Report no. FHWA-HIF-15-019. United States. Federal Highway Administration, 2015. https://rosap.ntl.bts.gov/view/dot/38535.
Taylor, Peter C., and Gary J. Fick Blended Aggregates for Concrete Mixture Optimization Best Practices for Jointed Concrete Pavements : [techbrief]. United States. Federal Highway Administration, 2015, Report no. FHWA-HIF-15-019, ROSA P. https://rosap.ntl.bts.gov/view/dot/38535.
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