Ardani, A. (1993). Dense Graded Concrete, Project FX(CX)083-1(53) (Report No. CDOT-DTD-R-93-1). Colorado. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/93903
Ardani, Ahmad. Dense Graded Concrete, Project FX(CX)083-1(53). Report no. CDOT-DTD-R-93-1. Colorado. Department of Transportation, 1993. https://rosap.ntl.bts.gov/view/dot/93903.
Ardani, Ahmad Dense Graded Concrete, Project FX(CX)083-1(53). Colorado. Department of Transportation, 1993, Report no. CDOT-DTD-R-93-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/93903.
This report describes and compares the performance of a dense graded mix against the traditional standard (gap-graded) mix. The dense graded mixture showed increased compressive strength by approximately ten percent over the gap graded mixture under the controlled laboratory condition. However, similarly prepared mixture in the field showed lower strength. It is the general consensus that the lower strength of the dense graded mix could have been caused by the higher slump (more water) and higher air. The results of the petrographic examination confirmed this phenomenon. Dirty intermittent aggregate may have caused lower strength for the dense mix. The concept of using dense graded mixture in place of the traditional gap graded mixture looks promising. However, there is still room for improvement in a fully implemented paving operation. More research is needed in this area to identify the proper proportioning of aggregate, air entraining admixture, and water cement ratios.
Ardani, A. (1993). Dense Graded Concrete, Project FX(CX)083-1(53) (Report No. CDOT-DTD-R-93-1). Colorado. Department of Transportation. https://rosap.ntl.bts.gov/view/dot/93903
Ardani, Ahmad. Dense Graded Concrete, Project FX(CX)083-1(53). Report no. CDOT-DTD-R-93-1. Colorado. Department of Transportation, 1993. https://rosap.ntl.bts.gov/view/dot/93903.
Ardani, Ahmad Dense Graded Concrete, Project FX(CX)083-1(53). Colorado. Department of Transportation, 1993, Report no. CDOT-DTD-R-93-1, ROSA P. https://rosap.ntl.bts.gov/view/dot/93903.
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