Material Characterization Plan & Data

The concrete mix used was provided by Clayton Concrete, and had a cementitious content which included 50 percent Type F fly ash. The flexural strength achieved in actual construction was approximately 550 psi. This flexural strength estimation is based upon field-cured beams.

 CC4 Phase II - Material Data References
Material   Reference
Subgrade See Phase I

IPRF Project 04-2 Final Report.pdf, pp. 10-12

CC2OL-Posttraffic-CBR-Summary.xls

Vane shear prior to tilling.xls


P-154 Aggregate Base   See Phase I
PCC - Underlying PCC   See Phase I

IPRF Project 04-2 Final Report.pdf, pp. 22-27, 31-33

IPRF Project 04-2 Appendices.pdf, p. A-4


PCC - Overlay IPRF Report 06-3.pdf, p. 13  

 

Material Testing Report

"Dupont Clay Material Properties Test Results