Christensen, D. W., Hanz, A., Velasquez, R., Arshadi, A., & Bahia, H. (2014). Refinement of current WisDOT HMA mixture application guidelines related to NMAS and aggregate characteristics (Report No. 0092-12-01). Wisconsin. Dept. of Transportation. Library and Research Unit. https://rosap.ntl.bts.gov/view/dot/27267
Christensen, Donald W., Andrew Hanz, Raul Velasquez, Amir Arshadi, and Hussain Bahia. Refinement of current WisDOT HMA mixture application guidelines related to NMAS and aggregate characteristics. Report no. 0092-12-01. Wisconsin. Dept. of Transportation. Library and Research Unit, 2014. https://rosap.ntl.bts.gov/view/dot/27267.
Christensen, Donald W., et al. Refinement of current WisDOT HMA mixture application guidelines related to NMAS and aggregate characteristics. Wisconsin. Dept. of Transportation. Library and Research Unit, 2014, Report no. 0092-12-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/27267.
Current Wisconsin Department of Transportation (WisDOT) Specifications limit nominal maximum aggregate
;
size (NMAS) of hot-mix asphalt (HMA) to 12.5 mm in the surface layer and 19.0 mm in lower layers. This
;
potentially places unnecessary limits on both construction practice and pavement design. The purpose of this
;
research project was to evaluate the feasibility of expanding WisDOT specifications to include a wider range of
;
aggregate NMAS and lift thicknesses in HMA pavements. In addition to a literature review, a variety of models
;
and laboratory tests were used to determine the likely effects of varying NMAS and lift thickness on various
;
aspects of pavement performance. Based upon this research, it is recommended that WisDOT allow use of 9.5
;
and 12.5 mm NMAS in HMA surface layers, and 12.5 mm and 19 mm NMAS in intermediate and base layers.
;
Additional recommendations, including restrictions on lift thickness, are also given in the report.
Christensen, D. W., Hanz, A., Velasquez, R., Arshadi, A., & Bahia, H. (2014). Refinement of current WisDOT HMA mixture application guidelines related to NMAS and aggregate characteristics (Report No. 0092-12-01). Wisconsin. Dept. of Transportation. Library and Research Unit. https://rosap.ntl.bts.gov/view/dot/27267
Christensen, Donald W., Andrew Hanz, Raul Velasquez, Amir Arshadi, and Hussain Bahia. Refinement of current WisDOT HMA mixture application guidelines related to NMAS and aggregate characteristics. Report no. 0092-12-01. Wisconsin. Dept. of Transportation. Library and Research Unit, 2014. https://rosap.ntl.bts.gov/view/dot/27267.
Christensen, Donald W., et al. Refinement of current WisDOT HMA mixture application guidelines related to NMAS and aggregate characteristics. Wisconsin. Dept. of Transportation. Library and Research Unit, 2014, Report no. 0092-12-01, ROSA P. https://rosap.ntl.bts.gov/view/dot/27267.
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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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