Pavement Type Hysteresis and Truck Rolling Resistance
Portland Cement Concrete (PCC) pavements usually incur higher investment costs than Asphalt Concrete (AC) alternatives. In a life cycle analysis the higher cost is justified by lower maintenance costs, less and fewer traffic flow intrusions, and a longer technical life. All these factors contribute to a reduction of the carbon footprint. To further improve the sustainability of PCC pavements the rolling resistance should be lower on stiff and elastic materials like e.g. steel. To prove this thesis, studies of fuel consumption have been made where a truck is driven over different pavement structures. However, it is difficult to precisely access how much can be attributed to the pavement structure. Many factors affect the rolling resistance, such as roughness, texture, air flow et cetera. The present paper presents a different approach analyzing data from a falling weight deflectometer, (FWD). Pavement hysteresis is assessed by evaluating time histories. Thus, energy losses due to the properties of the pavement structure can be estimated. It was found that the visco-elastic properties of the asphalt had a great influence of the curve in warm and hot weather. Water present and the subgrade material also affected the curve due to the material damping properties. At one field site, a motorway consisted of asphalt concrete and PCC pavement on very similar unbound materials. The difference in energy losses between the two was found significant and it is suggested that it is accounted for when comparing the two materials for life cost analysis purposes.
-
Availability:
- Find a library where document is available. Order URL: https://sh00sh.globat.com/httpsecure/Membership/store.htm
-
Supplemental Notes:
- Abstract reprinted with permission from the International Society for Concrete Pavements.
-
Corporate Authors:
International Society for Concrete Pavements
6305 Oyster Bay Court
Bridgeville, Pennsylvania United States 15017 -
Authors:
- Lenngren, C A
-
Conference:
- 10th International Conference on Concrete Pavements
- Location: Québec City Québec, Canada
- Date: 2012-7-8 to 2012-7-12
- Publication Date: 2012
Language
- English
Media Info
- Media Type: Digital/other
- Features: CD-ROM; Figures; Photos; References; Tables;
- Pagination: pp 111-123
- Monograph Title: 10th International Conference on Concrete Pavements: Sustainable Solutions to Global Transportation Needs
Subject/Index Terms
- TRT Terms: Asphalt concrete; Falling weight deflectometers; Greenhouse gases; Hysteresis; Life cycle analysis; Portland cement concrete; Rolling resistance; Service life; Viscoelasticity
- Subject Areas: Economics; Highways; Pavements; I22: Design of Pavements, Railways and Guideways;
Filing Info
- Accession Number: 01496459
- Record Type: Publication
- ISBN: 978098602910
- Files: TRIS
- Created Date: Oct 24 2013 3:38PM