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 I – Material Data References         

Material

Reference

Subgrade

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

IPRF Project 04-2 Final Report.pdf, pp. 13-17

PCC

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

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

HMA Interlayer

IPRF Project 04-2 Final Report.pdf, pp. 28-30

IPRF Report 06-3.pdf, pp. 10-11

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Material Testing Report

Material Testing