Climate change and the performance of pavement infrastructure in southern Canada: Context and case study

2006 IEEE EIC Climate Change Technology Conference, EICCCC 2006

Volumn , Issue , 2006, Pages

  Mills, Brian ^a   Tighe, Susan ^b   Andrey, Jean ^b   Huen, Ken ^b   Parm, Suzanne ^b  

^a ENVIRONMENT CANADA   (Canada)

^b UNIVERSITY OF WATERLOO   (Canada)

Author keywords

Climate change; Pavement; Transportation

Indexed keywords

CLIMATE CHANGE; DECISION MAKING; MOTOR TRANSPORTATION;

PAVEMENT INFRASTRUCTURE; THERMAL CRACKING;

PAVEMENTS;

EID: 41549113761     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1109/EICCCC.2006.277185     Document Type: Conference Paper

References (75)

1. American Association of State and Highway Transportation Agencies (AASHTO). AASHTO Guide for Design of Pavement Structures. Washington, D.C., 1993.
2. Andrey, J. The transportation imperative: risks of mobility and mobility-related risks. The Canadian Geographer 44:387-400, 2000.
3. Andrey, J and A. Snow. Transportation Sector, in Canada Country Study: Climate Impacts and Adaptations, Volume VII, National Sectoral Volume, Chapter 8, pp. 405-447. Environment Canada, 1998
4. Andrey, J. and B. Mills. Transportation, Chapter 8 in D.S. Lemmen and F.J. Warren (eds) Climate Change Impacts and Adaptation: A Canadian Perspective. Government of Canada, Ottawa. pp. 131-149, 2004.
5. Archilla, A.R. and S. Madanat. Estimation of rutting models by combining data from different sources, Journal of Transportation Engineering, 127(5):379-389, 2001.
6. Birgisson, B., J. Ovik and D.E. Newcomb. Analytical predictions of seasonal variations in flexible pavements, Transportation Research Record, 1730:81-90, 2000.
7. Boutonnet, M., P. Loerat, D. Saint-Laurent, and Y. Savard. Thermal aspect of frost-thaw pavement dimensioning: insitu measurement and numerical modeling, Transportation Research Board 2003 Annual Meeting CD-ROM, Washington, D.C., 2003.
8. Brown, W.G. Difficulties associated with predicting depth of freeze or thaw, Canadian Geotechnical Journal 1:215-226, 1964.
9. CCSN. Canadian Climate Scenarios Network. Environment Canada, 2005. http://www.ccsn.ca.
10. Chen, D.-H., D.-F. Lin and H.-L. Luo. Effectiveness of preventative maintenance treatments using fourteen SPS-3 sites in Texas, Journal of Performance of Constructed Facilities, 17(3):136-143, 2003.
11. CRRL (Cold Regions Research and Engineering Lab). Army MSSR, 2003.
12. CSHRP. Seasonal Load Restrictions in Canada and around the World. Technical Brief #21, 2003 http://www.cshrp.org/enalish/tech_briefs.html Accessed June 18, 2004.
13. Dewan, S.A. and R.E. Smith. Estimating International Roughness Index from pavement distresses to calculate vehicle operating costs for the San Francisco Bay area, Transportation Research Record, 1816: 65-72, 2002.
14. Doré, G., M. Flamand and P. Pascale. Anaysis of wavelength content of longitudinal profiles for C-LTPP test sections, Canadian Journal of Civil Engineering, 29: 50-57, 2002.
15. Doré, G. The Development of Models to Predict Pavement Performance in Frost Conditions. Prepared for the Canadian Strategic Highway Research Program, 1995.
16. El Hussein, H.M., K.W. Kim and J. Ponniah 1998. Asphalt concrete damage associated with extreme low temperatures, Journal of Materials in Civil Engineering, 10:4, 269-274.
17. Epps, A. Design and analysis system for thermal cracking in asphalt concrete, Journal of Transportation Engineering, 126(4):300-307, 2000.
18. FHWA. An Advanced Course in Pavement Management Systems. Federal Highway Administration, Course Notes, Washington, D.C., 1990.
19. Haas, R. Reinventing the (pavement management) wheel. Distinguished lecture, Fifth International Conference on Managing Pavements, Seattle, WA, August 11-14, 2001.
20. Haas, R., W. R. Hudson and J. Zaniewski. Modern Pavement Management. Kreiger Publishing Company, Florida, 1994.
21. Haas, R. Pavement Design and Management Guide. Transportation Association of Canada, Ottawa, 1997.
22. Haas, R., W. R. Hudson and S. Tighe. Maximizing Customer Benefits As The Ultimate Goal of Pavement Management, National Academy Standard, 5th International Conference on Managing Pavements, Seattle Washington, August, 17 pp. 2001.
23. Haas, R., L.C. Falls, D. MacLeod and S. Tighe. Climate Impacts and Adaptions on Roads in Northern Canada, Cold Climates Conference, Edmonton, 18 pp., 2004.
24. Haas, R., N. Li, and S. Tighe. Roughness Trends at C-SHRP LTPP Sites. Ottawa: Roads and Transportation Assoc, of Canada, Final Project Report. 97 pp., 1999.
25. He, Zhiwei, K. Gerhard, C. Yinyin and R. Haas. Development of Performance Models for Ontario's New Mechanistic-Empirical Pavement Design Method. Seattle, Washington: Proc., 8'th Int. Conf. on Asphalt Pavements, Vol. I, pp 43-60, 1997.
26. Heydinger, A.G. Evaluation of seasonal effects on subgrade soils, Transportation Research Record, 1821: 47-55, 2003.
27. Houghton, J.T., Y. Ding, D.J. Griggs, M. Noguer, P.J. van der Linden, X. Da, K. Maskell, and C.A. Johnson (eds.) Climate Change 2001: The Scientific Basis. Contribution of Working Group I to the Third Assessment Report of the Intergovernmental Panel on Climate Change, 2001. http://www.grida.no/climate/ ipcc_tar/wg1/index.htm. Accessed July 2002
28. IPCC Special Report on Emission Scenarios: Summary for Policymakers. Special Report of IPCC Working Group III. WMO and UNEP, 2000. Accessed July 2002.
29. IPCC-TGCIA. Guidelines on the Use of Scenario Data for Climate Impact and Adaptation Assessment. Version 1. Prepared by T.R. Carter, M. Hulme and M. Lal, Intergovernmental Panel on Climate Change, Task Group on Scenarios for Climate Impact Assessment, 69 pp., 1999.
30. Irwin, N., and W.F. Johnson. The Implications of Long-Term Climatic Changes on Transportation in Canada, Report Prepared for Transport Canada by the IBI Group, Toronto, 1988.
31. Joint CSHRP/Quebec Bayesian Application Project. The Development of Models to Predict Pavement Performance in Frost Conditions: 7, Cracking Model, 2000. . Accessed June 18, 2004.
32. Joint CSHRP/Quebec Bayesian Application Project. The Development of Models to Predict Pavement Performance in Frost Conditions: 6. Roughness Model, 2000. . Accessed June 18, 2004.
33. Jong, D.-T., P.J. Bosscher and C.H. Benson. Field assessment of changes in pavement moduli caused by freezing and thawing, Transportation Research Record, 1615:41-48, 1998.
34. Kestler, M.A. Techniques for extending the life of low-volume roads in seasonal frost areas, Transportation Research Record, 1819: 275-284, 2003.
35. Kliewer, J.E., H. Zeng and T.S. Vinson. Aging and low-temperature cracking of asphalt concrete mixture, Journal of Cold Regions Engineering, 10(3): 134-148, 1996.
36. Konrad, J.-M. and M. Shen. Prediction of the spacing between thermal contraction cracks in asphalt pavements, Canadian Journal of Civil Engineering, 24: 288-302, 1997.
37. th Annual Meeting Preprint CD-ROM, proceedings of the Transportation Research Board annual meeting, Washington, D.C., 2005.
38. Li, Y. and S. Madanat. A steady-state solution for the optimal pavement resurfacing problem, Transportation Research Part A, 36:525-535, 2002.
39. Liu, C. and R. Herman. New approach to roadway performance indices, Journal of Transportation Engineering, 122(5):329-336, 1996.
40. Manitoba Transportation and Government Services Manitoba's Spring Load Restriction Program, 2004. http://www.gov.mb.ca/tgs/transreg/compreg/spring- restrict.html Accessed June 18, 2004.
41. Marshall, C., R. Meier and M. Welch. Seasonal temperature effects on flexible pavements in Tennessee, Transportation Research Record, 1764: 89-96, 2001.
42. Mehta, Y. and R. Roque. Evaluation of FWD data for determination of layer moduli of pavements, Journal of Materials in Civil Engineering, 15(1):25-31, 2003.
43. Minnesota DOT (Department of Transportation). Spring Load Restrictions, 2004. Accessed June 18, 2004.
44. Montufar, J. and A. Clayton. Seasonal weight limits on prairie region highways: opportunities for rationalization and harmonization, Canadian Journal of Civil Engineering, 29: 8-16, 2002.
45. MTO (Ministry of Transportation for Ontario), Manual for Condition Rating of Flexible Pavements Distress Manifestations, SP-024, 1989.
46. NCHRP (National Cooperative Highway Research Program). Public Benefits of Highway System Preservation and Maintenance, NCHRP Synthesis 330.
47. NCHRP (National Cooperative Highway Research Program). Mechanistic-Empirical Pavement Design Guide, 2005. http://www.trb.org/mepdg/ home.htm.
48. Nikolaides, A. Rutting and volumetric properties of SMA mixtures, Proceedings of the Institution of Civil Engineers, Transportation, 141(3): 135-141, 2000.
49. Nix, F.P., M. Boucher and B. Hutchinson. Road costs, in Directions: The Final Report of the Royal Commission on National Passenger Transportation-Volume 4. Ottawa, Ontario. p.1014., 1992.
50. OHMPA. The ABCs of PGAC Ontario Hot Mix Asphalt Producers Association fact sheet, 2 (April), 1999.
51. Ouyang, Y. and S. Madanat. Optimal scheduling of rehabilitation activities for multiple pavement facilities: exact and approximate solutions, Transportation Research Part A, 38:347-365, 2004.
52. Park, D.-Y., N. Buch and K. Chatti. Effective layer temperature prediction model and temperature correction via falling weight deflectometer deflections, Transportation Research Record, 1764: 97-111, 2001.
53. Prozzi, J.A. and S.M. Madanat. Incremental nonlinear model for predicting pavement serviceability, Journal of Transportation Engineering, 129(6): 635-641, 2003.
54. Raad, L., S. Saboundjian, P. Sebaaly and J. Epps. Thermal cracking models for AC and modified AC mixes in Alaska, Transportation Research Record, 1629: 117-126, 1998.
55. Raymond, C., S. Tighe, R. Haas, and L. Rothenburg. Development of Canadian asphalt pavement deterioration models to benchmark performance. Canadian Journal of Civil Engineering, 30: 637-643, 2003.
56. Richardson, S. Valuation of the Canadian Road and Highway System. TP 1279E. Transport Canada, Ottawa, 1996.
57. Samson, M. and L. Frechette. Seasonal Variation of Pavemetn Strength Based on Benkelman Beam Rebounds. Report prepared for the Canadian Strategic Highway Research Program as part of the Canadian Long-term Pavement Performance Project, 1995.
58. Sebaaly, P.E., A. Lake and J. Epps. Evaluation of low-temperature properties of HMA mixtures, Journal of Transportation Engineering, 128(6): 578-586, 2002.
59. Shalaby, A., S.M. Easa, and A.O. Abd El Halim. Investigation of Thermal Cracking on C-SHRP Test Sections, 1998.
60. Shen, W. and D.J. Kirkner. Thermal cracking of viscoelastic asphalt-concrete pavement, Journal of Engineering Mechanics, 127(7): 700-709, 2001.
61. Shen, W. and D. Kirkner. A Model for the Thermal Cracking of Flexible Pavements. Fourteenth Engineering Mechanics Workshop, American Society of Civil Engineers. University of Texas, Austin, TX, 2000.
62. Shenoy, A. Single-event cracking temperature of asphalt pavements directly from bending beam rheometer data, Journal of Transportation Engineering, 128(5): 465-471, 2002.
63. SHRP. Distress Identification Manual for the Long Term Pavement Performance Studies. Strategic Highway Research Program, Washington, D.C., 1990
64. Simonsen, E., V.C. Janoo and U. Isacsson. Prediction of temperature and moisture changes in pavement structures, Journal of Cold Regions Engineering, 11(4), 291-307, 1997.
65. TC (Transport Canada) Transportation In Canada 2000 Annual Report TP13198E, 2000.
66. TC (Transport Canada) Transportation In Canada 2003 Annual Report TP13198E, 2003.
67. Tighe, S. and R. Haas. Managing Paved Road Assets Effectively, Canadian Technical Asphalt Association Proceedings, Volume XLVI, Toronto, November, pp. 407-422, 2001.
68. Tighe, S., R. Haas and N. Li. Overlay Performance in the Canadian Strategic Highway Research Program's LTPP Study, Transportation Research Record, 1778:191-200, 2001.
69. Transport Canada. Canadian Vehicle Survey, 2000. http://www.tc.oc.ca/pol/ en/cvs/files/TC_2000_CVS%20Report_E.pdf
70. TRB (Transportation Research Board). Moisture Sensitivity of Asphalt Pavements: A National Seminar, February 4-6, 2003, San Diego, California. Transportation Research Board, National Academies, pp. 186-206, 2004. . Accessed January 2005.
71. Uzan, J. Permanent deformation in flexible pavements, Journal of Transportation Engineering, 130(1): 6-13, 2004.
72. Watson, D.K. and R.K.N.D. Rajapakse. Seasonal variation in material properties of a flexible pavement, Canadian Journal of Civil Engineering, 27: 44-54, 2000.
73. White, T.D. and B. Coree. Threshold pavement thickness to survive spring thaw. Third International Conference on Bearing Capacity of Roads and Airfield. Trondheim, Norway, 1990.
74. Zhang, Z.M., G. Claros, L. Manuel and I. Damnjanovic. Development of structural condition index to support pavement maintenance and rehabilitation decisions at network level, Transportation Research Record, 1827:10-17, 2003.
75. st Annual Meeting, January 2002, Transportation Research Board, Washington, D.C., 2002.