Abstract
The Missouri Department of Transportation (MoDOT) in collaboration with the Missouri Limestone Producers Association (MLPA) was interested in determining what effect a change in the Type 5 aggregate base gradation specification would have on the resilient modulus (Mr) of said aggregate. The proposed change would lower the minimum allowable total percentage of material passing the #4 (4.75 mm mesh) sieve from 35% to 25%, and the #30 (0.600 mm mesh) sieve from 10% to 5%. The remainder of the gradation specification would remain unchanged. The rationale for this proposed change is that some aggregate producers believe the change could help lower their costs of producing a Type 5 aggregate base material. To investigate the proposed gradation specification change, an experimental gradation was devised which followed the lower bounds of the proposed gradation specification on the #4, #30, and #200 sieves, and approximated the as-delivered gradations of two aggregate formations previously tested for MoDOT on the 3/8, ½, ¾, and 1 inch sieves, making it a relatively open-graded material. Thus, two different aggregate sources were tested. In the previous study for MoDOT, two gradations were analyzed: as-delivered Type 5 materials, and gradations with elevated fines contents. Both gradations could be considered to be high-fines content materials, with minus #200 contents between 11 and 18%. As a result of changing the gradation to fit the lower proposed specification limits, the experimental gradation in the present study contained no minus #200 material, and had significantly more #4 retained material, but less #8 retained material. The resulting Mr values in this study were greater than the results from the previous study for the same aggregates. Besides a change in gradation, the degrees of saturation for the proposed, more open-graded gradation were significantly lower than seen in the previous study for the same aggregate types.
Recommended Citation
D. N. Richardson and S. M. Lusher, "Resilient Moduli of Granular Base Materials Using a Modified Type 5 Gradation," Missouri Department of Transportation (MoDOT), Jan 2009.
Department(s)
Civil, Architectural and Environmental Engineering
Electronic OCLC #
423702113
Report Number
Final Report RI08-021
Document Type
Technical Report
Document Version
Final Version
File Type
text
Language(s)
English
Rights
© 2009 Missouri Department of Transportation (MoDOT), All rights reserved.
Publication Date
01 Jan 2009