Daniel, J. S., Jacques, C., & Salehi, S. (2015). Performance of high RAP pavement sections in NH (Report No. FHWA-NH-RD-15680B). New Hampshire. Dept. of Transportation. Bureau of Materials and Research. https://rosap.ntl.bts.gov/view/dot/29112
Daniel, Jo Sias, Christopher Jacques, and Saeid Salehi. Performance of high RAP pavement sections in NH. Report no. FHWA-NH-RD-15680B. New Hampshire. Dept. of Transportation. Bureau of Materials and Research, 2015. https://rosap.ntl.bts.gov/view/dot/29112.
Daniel, Jo Sias, et al. Performance of high RAP pavement sections in NH. New Hampshire. Dept. of Transportation. Bureau of Materials and Research, 2015, Report no. FHWA-NH-RD-15680B, ROSA P. https://rosap.ntl.bts.gov/view/dot/29112.
This report summarizes the University of New Hampshire (UNH) results of test pavements used to
;
determine the effect of using higher amounts of Recycled Asphalt Pavement (RAP) in Hot Mix Asphalt
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(HMA).
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The New Hampshire Department of Transportation (NHDOT) has allowed RAP in HMA for over 20
;
years but has limited use to 15-20% of the mix. This study evaluated the changes in performance due to
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increased amounts of RAP as well as evaluating the impact of bumping the binder grade (to a softer
;
binder) for higher RAP contents. The pavements tested were in place for approximately three years.
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Long-term performance was not evaluated. Binder testing included PG grade, shear modulus master
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curve, and the multiple stress creep recovery test. Mixture testing included complex modulus, flow
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numbers, Hamburg Wheel tracking, and fatigue. Test results for both binder and mixes using PG 58-28
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demonstrated expected results with high RAP contents having a stiffer modulus, better rutting
;
performance, and lower fatigue resistance. The PG 52-34 binder had unexpected trends. Testing did
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not include determining the presence of binder additives. The results of this project support the practical
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limitation of 1% total recycled binder (TRB) in NHDOT surface mixtures.
Daniel, J. S., Jacques, C., & Salehi, S. (2015). Performance of high RAP pavement sections in NH (Report No. FHWA-NH-RD-15680B). New Hampshire. Dept. of Transportation. Bureau of Materials and Research. https://rosap.ntl.bts.gov/view/dot/29112
Daniel, Jo Sias, Christopher Jacques, and Saeid Salehi. Performance of high RAP pavement sections in NH. Report no. FHWA-NH-RD-15680B. New Hampshire. Dept. of Transportation. Bureau of Materials and Research, 2015. https://rosap.ntl.bts.gov/view/dot/29112.
Daniel, Jo Sias, et al. Performance of high RAP pavement sections in NH. New Hampshire. Dept. of Transportation. Bureau of Materials and Research, 2015, Report no. FHWA-NH-RD-15680B, ROSA P. https://rosap.ntl.bts.gov/view/dot/29112.
ROSA P serves as an archival repository of USDOT-published products including scientific
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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