Technical Papers
Nov 10, 2017

Updating Secondary Climate Attributes for Transportation Infrastructure Management

Publication: Journal of Infrastructure Systems
Volume 24, Issue 1

Abstract

With research studies continuing to provide strong evidence that climatic conditions significantly impair the physical condition and longevity of civil engineering infrastructure, the importance of reliable climate data cannot be overemphasized. Climate considerations play a critical role in infrastructure deterioration prediction, attribution of infrastructure repair responsibilities across the load and nonload factors of deterioration (for cost allocation purposes), and numerous other agency functions involving infrastructure planning, design, operations, monitoring, and repair. Often, for such applications, the secondary indicators of climate, primarily the freeze index and freeze-thaw cycles, are of particular interest. Unfortunately, at the current time, data on the secondary climate attributes stored in existing infrastructure-related climate databases are either outdated or exist in the form of highly aggregate qualitative characterizations such as climate zones or regions. The impact of these limitations becomes even more salient when viewed against the backdrop of incipient long-term climate change and the variability of climate conditions within each climate zone. To address these limitations, this paper uses data from the contiguous United States to first examine the temporal changes in primary climate attributes using the climate normals from two overlapping time windows. ANOVA and Tukey multiple comparison procedures are applied to investigate whether there have been statistically significant changes in climate attribute levels across the two time windows and magnitude of any such changes. The results show that over the study period under consideration, states in the Northern and Rocky Mountain regions particularly experienced significant changes in their secondary climate attributes. Furthermore, the paper provides updated values for the two secondary climate attributes that are of particular interest to infrastructure engineers. To determine these attributes, interpolation methods in a geographic information system (GIS) are used to develop isarithmic maps of the climate attributes to facilitate their interpretation and application. In summary, this paper provides an improved and updated characterization of climate conditions in the contiguous United States and makes location-specific secondary climate attributes available to infrastructure engineers and managers for use in their various agency functions.

Get full access to this article

View all available purchase options and get full access to this article.

References

AASHTO. (2010). Guide for the local calibration of the mechanistic–empirical pavement design guide, Washington, DC.
Ahmed, A., Usman, T. A., and Labi, S. (2016). “Estimation of rest periods for newly constructed/reconstructed pavements.” Transport, 31(2), 183–191.
ArcGIS 9.2 [Computer software]. ESRI, Redlands, CA.
Arisz, H., and Burrell, B. C. (2006). “Urban drainage infrastructure planning and design considering climate change.” IEEE EIC Climate Change Conf., IEEE, New York, 1–9.
Asphalt Institute. (2001). Superpave mix design, 3rd Ed., La Vergne, TN.
Baker, D. G., and Ruschy, D. L. (1995). “Calculated and measured air and soil freeze-thaw frequencies.” J. Appl. Meteorol., 34(10), 2197–2205.
Basheer, P. A. M., Chidiac, S. E., and Long, A. E. (1996). “Predictive models for deterioration of concrete structures.” Constr. Build. Mater., 10(1), 27–37.
Bhattacharjee, S., Mallick, R. B., and Daniel, J. (2008). “Effect of loading and temperature on dynamic modulus of hot mix asphalt tested under MMLS3.” ASCE T&DI Pavement Specialty Conf. on Airfield and Highway Pavements, ASCE, Reston, VA.
Bianchini, A., and Gonzalez, C. R. (2012). Pavement-transportation computer assisted structural engineering (PCASE) implementation of the modified Berggren (ModBerg) equation for computing the frost penetration depth within pavement structures, Geotechnical and Structures Laboratory, U.S. Army Corps of Engineers Research and Development Center, Vicksburg, MS.
Bureau of Economic Analysis. (2010). U.S. fixed assets, U.S. Dept. of Commerce, Washington, DC.
Cambridge Systematics. (2009). “Moving cooler: An analysis of transportation strategies for reducing greenhouse gas emissions.”, Washington, DC.
Camp, J., Abkowitz, M., Hornberger, G., Benneyworth, L., and Banks, J. (2013). “Climate change and freight-transportation infrastructure: Current challenges for adaptation.” J. Infrastruct. Syst., 19, 363–370.
Center for Transport and Navigation. (2006). Economic valuation of mobility effects of a flood, Ministry of Transport, Public Works and Water Management, Rotterdam, Netherlands.
Changnon, S. A. (1999). “Record flood-producing rainstorms of 17-18 July 1996 in the Chicago metropolitan area. III: Impacts and responses to the flash flooding.” J. Appl. Meteorol., 38(3), 273–280.
Chapman, L., Azevedo, J. A., and Prieto-Lopez, T. (2013). “Urban heat and critical infrastructure networks: A viewpoint.” Urban Climate, 3(1), 7–12.
Daniel, J., Jacobs, J. M., Douglas, E., Mallick, R. B., and Hayhoe, K. (2013). “Impact of climate change on pavement performance: Preliminary lessons learned through the infrastructure and climate network (ICNet).” Int. Symp. of Climatic Effects on Pavement and Geotechnical Infrastructure, J. Liu, P. Li, X. Zhang, and B. Huang, eds., ASCE, Reston, VA.
Durre, I., Menne, M. J., Gleason, B. E., Houston, T. G., and Vose, R. S. (2010). “Comprehensive automated quality assurance of daily surface observations.” J. Appl. Meteorol. Climatol., 49(8), 1615–1633.
Ebinger, J. O., and Vergara, W. (2011). Climate impacts on energy systems: Key issues for energy sector adaptation, World Bank, Washington, DC.
Feng, F., and Fu, L. (2015). “Winter road surface condition forecasting.” J. Infrastruct. Syst., 04014049.
Fortin, G. (2010). “Variabilite et frequence des cycles de gel-degel dan la region de Quebec, 1977–2006.” Can. Geographer, 54(2), 196–208 (in French).
Fraser, J. K. (1959). “Freeze-thaw frequencies and mechanical weathering in Canada.” Arctic, 12(1), 40–52.
Fwa, T. F., and Sinha, K. C. (1987). “Estimation of environmental and traffic loading effects on highway pavements.” Aust. Road Res., 17(4), 256–263.
Hadley, W. O. (1994). “SHRP-LTPP data analysis studies: Five-year report.”, Strategic Highway Research Program, Washington, DC.
Haider, S. W., Buch, N., and Chatti, K. (2008). “Evaluation of ME PDG for rigid pavements—Incorporating the state-of-the-practice in Michigan.” 9th Int. Conf. on Concrete Pavements, International Society for Concrete Pavements, Rosemont, IL.
Hayhoe, H. N., Pelletier, R. G., and Moggridge, S. (1992). “Analysis of freeze-thaw cycles and rainfall on frozen soil at seven Canadian locations.” Can. Soc. Bioeng., 34(1), 135–142.
Hershfield, D. M. (1974). “The frequency of freeze-thaw cycles.” J. Appl. Meteorol., 13(3), 348–354.
Ho, E., and Gough, W. A. (2006). “Freeze thaw cycles in Toronto, Canada in a changing climate.” J. Appl. Meteorol., 83(1), 203–210.
Huang, Y. H. (2004). Pavement analysis and design, Pearson Prentice Hall, Upper Saddle River, NJ.
Irfan, M., Khurshid, M. B., Labi, S., and Flora, W. (2009). “Evaluating the cost effectiveness of flexible rehabilitation treatments using different performance criteria.” J. Transp. Eng., 753–763.
Johanneck, L., and Khazanovich, L. (2010). “Comprehensive evaluation of effect of climate in mechanistic–empirical pavement design guide predictions.” Transp. Res. Rec., 2170, 45–55.
Jonkeren, O., Rietveld, P., and van Ommerren, J. (2007). “Climate change and inland waterway transport: Welfare effects of low water levels on the River Rhine.” J. Transport Econ. Policy, 41(3), 387–412.
Kim, Y. J., Hossain, M., and Chi, Y. (2011). “Characteristics of CFRP-concrete interface subjected to cold region environments including three-dimensional topography.” Cold Region Sci. Technol., 67(1–2), 37–48.
Kim, Y. J., Hossain, M., and Yoshitake, I. (2012). “Cold region durability of a two-part epoxy adhesive in double-lap shear joints: Experiment and model development.” Constr. Build. Mater., 36(1), 295–304.
Kirshen, P. H., and Matthias, R. (2004). “Infrastructure systems, services and climate change: Integrated impacts and response strategies for the Boston metropolitan area—A summary of the water resources sector.”, USEPA, Washington, DC.
Koetse, M. J., and Rietveld, P. (2009). “The impact of climate change and weather on transport: An overview of empirical findings.” Transp. Res. Part D, 14(3), 205–221.
Labi, S. (2014). Introduction to civil engineering systems, Wiley, New York.
Lam, N. S. (1983). “Spatial interpolation methods: A review.” Am. Cartographer, 10(2), 129–150.
Lambert, J. H., Wu, Y. J., You, H., Clarens, A., and Smith, B. (2013). “Climate change influence on priority setting for transportation infrastructure assets.” J. Infrastruct. Syst., 19, 36–46.
Langham, E. J. (1973). “The occurrence and movement of liquid water in the snowpack.” Advanced Concepts and Techniques in the Study of Snow and Ice Resources—An Interdisciplinary Symp., NASA Lewis Research Center, Cleveland, 2–6.
Li, R., Schwartz, C. W., and Forman, B. (2013). “Sensitivity of predicted pavement performance to climate characteristics.” Proc., Airfield and Highway Pavement Conf., ASCE, Reston, VA, 760–771.
Li, Z., Sinha, K., and McCarthy, P. (2001). “Methodology to determine load- and non-load related shares of highway pavement rehabilitation expenditures.” Transp. Res. Rec., 1747(1), 79–88.
Meyer, M. D., Amekudzi, A., and O’Har, J. P. (2010). “Transportation asset management systems and climate change.” Transp. Res. Rec., 2160, 12–20.
Mills, B. N., Tighe, S., Andrey, J., Smith, J. T., Parm, S., and Huen, K. (2007). The road well-traveled: Implications of climate change for pavement infrastructure in southern Canada, Adaptations and Impacts Research Division, Environment Canada, and Univ. of Waterloo, Waterloo, Canada.
Mu, R., Miao, C., Luo, X., and Sun, W. (2002). “Interaction between loading, freeze-thaw cycles, and chloride salt attack of concrete with and without steel fiber reinforcement.” Cem. Concr. Res., 32(7), 1061–1066.
Niue, D., Jiang, L., Bai, M., and Miao, Y. (2013). “Study of the performance of steel fiber reinforced concrete to water and salt freezing condition.” Mater. Des., 44(1), 267–273.
NOAA (National Oceanic and Atmospheric Administration). (1972). “National Weather Service river forecast system forecast procedures.”, U.S. Dept. of Commerce, Washington, DC.
Olsen, J., Rolf, L., Zepp, J., and Dager, C. A. (2005). “Climate impacts on inland navigation.” Proc., ASCE Conf. on World Water and Environmental Resources Congress, ASCE, Reston, VA, 1–8.
Pasupathy, R., Labi, S., and Sinha, K. C. (2007). “Optimal reconstruction periods for stochastically deteriorating infrastructures.” Comput.-Aided Civil Infrastruct. Eng., 22(6), 389–399.
Peshkin, D. G., Hoerner, T. E., and Zimmerman, K. A. (2004). “Optimal timing of pavement preventive maintenance treatment applications.”, Transportation Research Board, Washington, DC.
Qi, J., Vermeer, P. A., and Cheng, G. (2006). “A review of the influence of freeze-thaw cycles on soil geotechnical properties.” Permafrost Periglacial Processes, 17(3), 245–252.
Rennie, J. (2013). “Analysis of the air freezing index using NCDC’s global historical climatology network—Daily (GHCN-D) dataset.” ⟨http://www.cicsnc.org/assets/pdfs/events/frost-freeze/10%20FrostandFreeze_RENNIE.pdf⟩ (Sep. 20, 2013).
Schaeffer, R., et al. (2012). “Energy sector vulnerability to climate change: A review.” Energy, 38(1), 1–12.
Schmidlin, T. W., Dethier, B. E., and Eggleston, K. L. (1987). “Freeze-thaw days in the northeastern United States.” J. Climate Appl. Meteorol., 26(1), 142–155.
Schwartz, C. W., et al. (2015). “Evaluation of long-term pavement performance (LTPP) climatic data for use in mechanistic–empirical pavement design guide (MEPDG) calibration and other pavement analysis.”, FHWA, Mclean, VA.
Schweikert, A., et al. (2015). “Road infrastructure and climate change: Impacts and adaptations for South Africa.” J. Infrastruct. Syst., 04014046.
Shi, X., Huang, J., Williams, D., Akin, M., and Veneziano, D. (2013). “Highway winter maintenance operations at extremely cold temperatures.” Conf. on Climatic Effects on Pavement and Geotechnical Infrastructure, ASCE, Reston, VA, 52–65.
Stewart, M. G., Wang, X., and Nguyen, M. N. (2011). “Climate change impact and risks of concrete infrastructure deterioration.” Eng. Struct., 33(4), 1326–1337.
Tarefder, R. A., and Islam, M. R. (2013). “Measuring fatigue damages from an instrumented pavement section due to day-night and yearly temperature rise and fall in desert land of the west.” Conf. on Climatic Effects on Pavement and Geotechnical Infrastructure, ASCE, Reston, VA, 78–88.
Tighe, S., Cowe, L., Haas, R., and MacLeod, D. (2006). “Climate impacts and adaptations on roads in northern Canada.” Transportation Research Board 85th Annual Meeting, Transportation Research Board, Washington, DC.
Tighe, S., Haas, R., and Li, N. (2001). “Overlay performance in Canadian strategic highway research program’s long-term pavement performance study.” Transp. Res. Rec., 1778, 191–200.
U.S. Arctic Research Commission Permafrost Task Force. (2003). Climate change, permafrost, and impacts on civil infrastructure, Arlington, VA.
U.S. Army Corps of Engineers. (1962). “Engineering and design: Pavement design for frost conditions.”, Washington, DC.
U.S. Department of Energy. (2013). “U.S. energy sector vulnerabilities to climate change and extreme weather.”, Washington, DC.
Visher, S. S. (1945). “Climatic maps of geologic interests.” Geol. Soc. Am. Bull., 56(7), 713–736.
Volovkski, M., Liao, T., Dojutrek, M., and Labi, S. (2014). “Use of kriging estimation to enhance the integrity of geospatial climate data for infrastructure management.” Transp. Res. Rec., 2440, 60–68.
Wang, Y. (2005). “Development of a pavement climate map based on LTPP data: Papers from the 2001–2002 international contest.” Improving pavements with long-term pavement performance: Products for today and tomorrow, Federal Highway Administration, Washington, DC.
Woldemariam, W., Murillo-Hoyos, J., and Labi, S. (2016). “Estimating annual maintenance expenditures for infrastructure: Artificial neural network approach.” J. Infrastruct. Syst., 04015025.
WolframMathworld. (2014). “Voronoi diagram.” ⟨http://mathworld.wolfram.com/VoronoiDiagram.html⟩ (Mar. 3, 2014).
Yoder, E. J., and Witczak, M. W. (1975). Principles of pavement design, Wiley, New York.
Yu, J., Chou, E., and Yau, J. (2008). “Estimation of the effects of influential factors on pavement service life with cox proportional hazards method.” J. Infrastruct. Syst., 275–282.

Information & Authors

Information

Published In

Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 24Issue 1March 2018

History

Received: May 31, 2015
Accepted: May 22, 2017
Published online: Nov 10, 2017
Published in print: Mar 1, 2018
Discussion open until: Apr 10, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Graduate Research Assistant, Lyles School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907. E-mail: [email protected]
Indraneel Kumar [email protected]
Regional Planner, Center for Regional Development, Purdue Univ., 1341 Northwestern Ave., West Lafayette, IN 47906. E-mail: [email protected]
Michelle Dojutrek [email protected]
Graduate Research Assistant, School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907. E-mail: [email protected]
Samuel Labi, A.M.ASCE [email protected]
Professor, Lyles School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907 (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share