Resilient modulus and the fatigue properties of Kansas hot mix asphalt mixes

Romanoschi, Stefan A.; Dumitru, Nicoleta I.; Dumitru, Octavian; Kansas State University

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Resilient modulus and the fatigue properties of Kansas hot mix asphalt mixes

2006-08-01
By Romanoschi, Stefan A. ; Dumitru, Nicoleta I. ; Dumitru, Octavian

[PDF-62.53 KB]

English

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Creators:

Romanoschi, Stefan A. ; Dumitru, Nicoleta I. ; Dumitru, Octavian

Romanoschi, Stefan A. ; Dumitru, Nicoleta I. ; Dumitru, Octavian Less -
Corporate Creators:

Kansas State University
Corporate Contributors:

Kansas. Dept. of Transportation
Subject/TRT Terms:

[+]

Asphalt Tests Base Course (Pavements) Dynamic Modulus Of Elasticity Fatigue (Mechanics) Flexible Pavements Hot Mix Paving Mixtures Modulus Of Resilience Stiffness
Publication/ Report Number:

K-TRAN-KSU-02-6
Resource Type:

Research Paper
Geographical Coverage:

Kansas
Edition:

Summary report
Corporate Publisher:

Kansas. Dept. of Transportation
NTL Classification:

NTL-HIGHWAY/ROAD TRANSPORTATION-Pavement Management and Performance
Abstract:

A new design guide for pavement structures, based on a mechanistic design method, could be adopted by AASHTO in the near future and will replace the current version used by KDOT in the structural design of flexible and rigid pavements. The mechanistic design procedure relates pavement deterioration and thus, pavement life, to the magnitude of stresses and strains developed in the road structure under traffic. This research study aimed to determine the dynamic modulus, bending stiffness and fatigue properties of four representative Superpave HMA mixtures used in the construction of base layers of Kansas flexible pavements and to compare the measured values with those predicted by the NCHRP Design Guide. /Abstract from report summary page/
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:bb9ba4676dd143ca4d748b07b9844b2cb7b9ce36adca380a9e2a58b37432da3f
Download URL:

https://rosap.ntl.bts.gov/view/dot/16383/dot_16383_DS1.pdf
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Resilient modulus and the fatigue properties of Kansas hot mix asphalt mixes

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