Zinke, S., Mahoney, J., Morison, K., & Clement, S. (2014). Evaluation of the specification for flat and elongated particles for use in hot mix asphalt in Connecticut (Report No. CT-2305-F-13-10). Connecticut. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/27715
Zinke, Scott, James Mahoney, Kelly Morison, and Stephen Clement. Evaluation of the specification for flat and elongated particles for use in hot mix asphalt in Connecticut. Report no. CT-2305-F-13-10. Connecticut. Dept. of Transportation, 2014. https://rosap.ntl.bts.gov/view/dot/27715.
Zinke, Scott, et al. Evaluation of the specification for flat and elongated particles for use in hot mix asphalt in Connecticut. Connecticut. Dept. of Transportation, 2014, Report no. CT-2305-F-13-10, ROSA P. https://rosap.ntl.bts.gov/view/dot/27715.
This research was conducted to determine if the specification for flat and elongated aggregates
;
for use in Hot-Mix Asphalt (HMA) in Connecticut can be reasonably achieved. Currently, the
;
ConnDOT specification allows for no more than 10 percent flat and elongated particles utilizing a
;
3:1 ratio. It has been speculated that this specification may not be achievable by most HMA
;
producers in Connecticut. The research team evaluated specifications from numerous regional
;
state agencies for comparison with the ConnDOT specification. The research team also sampled
;
aggregates from 15 sources which produce HMA for ConnDOT. 3/8-inch and 1/2-inch aggregates
;
were sampled from each source, and flat and elongated tests were conducted on both size
;
aggregates from all 15 sources. This totaled 30 aggregate samples tested from which only six
;
passed the 10 percent maximum at the 3:1 ratio. Recommendations are made to change the
;
specification to reflect achievable percentages of aggregates which are not flat and elongated. It
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is the opinion of the research team that this percentage should be not more than 10 percent flat
;
and elongated particles by weight utilizing a 5:1 caliper ratio, ASTM D4791, Method B.
Zinke, S., Mahoney, J., Morison, K., & Clement, S. (2014). Evaluation of the specification for flat and elongated particles for use in hot mix asphalt in Connecticut (Report No. CT-2305-F-13-10). Connecticut. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/27715
Zinke, Scott, James Mahoney, Kelly Morison, and Stephen Clement. Evaluation of the specification for flat and elongated particles for use in hot mix asphalt in Connecticut. Report no. CT-2305-F-13-10. Connecticut. Dept. of Transportation, 2014. https://rosap.ntl.bts.gov/view/dot/27715.
Zinke, Scott, et al. Evaluation of the specification for flat and elongated particles for use in hot mix asphalt in Connecticut. Connecticut. Dept. of Transportation, 2014, Report no. CT-2305-F-13-10, ROSA P. https://rosap.ntl.bts.gov/view/dot/27715.
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findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
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