White, T. D., & Buchanan, M. S. (2004). Effect of end-point compaction on superpave hot mix asphalt (HMA) mix designs (Report No. FHWA/MS-DOT-RD-03-145). Mississippi State University. https://rosap.ntl.bts.gov/view/dot/24142
White, Thomas D. and M. Shane Buchanan. Effect of end-point compaction on superpave hot mix asphalt (HMA) mix designs. Report no. FHWA/MS-DOT-RD-03-145. Mississippi State University, 2004. https://rosap.ntl.bts.gov/view/dot/24142.
White, Thomas D., and M. Shane Buchanan Effect of end-point compaction on superpave hot mix asphalt (HMA) mix designs. Mississippi State University, 2004, Report no. FHWA/MS-DOT-RD-03-145, ROSA P. https://rosap.ntl.bts.gov/view/dot/24142.
Details
Alternative Title:
Effect of end-point compaction on superpave mix designs
In the Superpave hot mix asphalt (HMA) mix design system, gyratory specime ns are compacted to varying levels of initial (Ninitial),
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design (Ndesign) and maximum (Nmaximum) gyrations. Initially, in the Superpave system, specimens were compacted to Nmaximum and
;
their volumetric properties back-calculated at Ndesign. However there can be errors in the HMA volumetric properties at Ndesign, as a
;
result of the back calculation.
White, T. D., & Buchanan, M. S. (2004). Effect of end-point compaction on superpave hot mix asphalt (HMA) mix designs (Report No. FHWA/MS-DOT-RD-03-145). Mississippi State University. https://rosap.ntl.bts.gov/view/dot/24142
White, Thomas D. and M. Shane Buchanan. Effect of end-point compaction on superpave hot mix asphalt (HMA) mix designs. Report no. FHWA/MS-DOT-RD-03-145. Mississippi State University, 2004. https://rosap.ntl.bts.gov/view/dot/24142.
White, Thomas D., and M. Shane Buchanan Effect of end-point compaction on superpave hot mix asphalt (HMA) mix designs. Mississippi State University, 2004, Report no. FHWA/MS-DOT-RD-03-145, ROSA P. https://rosap.ntl.bts.gov/view/dot/24142.
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