Life-cycle optimization of pavement overlay systems

Journal of Infrastructure Systems

Volumn 16, Issue 4, 2010, Pages 310-322

  Zhang, Han ^a   Keoleian, Gregory A ^a   Lepech, Michael D ^b   Kendall, Alissa ^b  

^a UNIVERSITY OF MICHIGAN   (United States)

^b Stanford University   (United States)

Author keywords

Dynamic programming; Greenhouse gas emissions; Life cycle assessment; Optimization; Pavement overlays

Indexed keywords

ALTERNATIVE MATERIALS; AUTO-REGRESSIVE; CONCRETE OVERLAYS; CRITICAL FACTORS; DETERIORATION MODELS; ENERGY CONSUMPTION; ENGINEERED CEMENTITIOUS COMPOSITES; GHG EMISSION; HOT MIXED ASPHALTS; LIFE-CYCLE ASSESSMENTS; LIFE-CYCLE COST ANALYSIS; MICHIGAN DEPARTMENT OF TRANSPORTATIONS; OPTIMIZATION TECHNIQUES; OVERLAY SYSTEMS; PAVEMENT DESIGN; PAVEMENT PERFORMANCE; PRESERVATION STRATEGIES; TOTAL LIFE; TRAFFIC GROWTH;

COST ACCOUNTING; COST BENEFIT ANALYSIS; ENERGY UTILIZATION; GAS EMISSIONS; GLOBAL WARMING; GREENHOUSE GASES; NATURAL WATER GEOCHEMISTRY; OPTIMIZATION; PAVEMENT OVERLAYS; ROADS AND STREETS;

DYNAMIC PROGRAMMING;

DESIGN METHOD; GREENHOUSE GAS; LIFE CYCLE ANALYSIS; OPTIMIZATION; PAVEMENT; TRAFFIC CONGESTION;

EID: 78449258243     PISSN: 10760342     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)IS.1943-555X.0000042     Document Type: Article

References (64)

1. Ahmed K. Abu-Lebdeh G. Lyles R.W. Prediction of pavement distress index with limited data on causal factors: An auto-regression approach. Int. J. Pavement Eng. 2006, 7(1):23-35. ZZZZZZ, 1029-8436, 10.1080/10298430500502017, and.
2. 2005 report card for America's infrastructure. 2005, ASCE, 〈〉 (May 17, 2010).
3. Road to infrastructure renewal-A voter's guide 2006, ASCE, Reston, Va.
4. Azapagic A. Clift R. The application of life cycle assessment to process optimisation. Comput. Chem. Eng. 1999, 23:1509-1526. CCENDW, 0098-1354, 10.1016/S0098-1354(99)00308-7, and.
5. Banzhaf H.S. Desvousges W.H. Johnson F.R. Assessing the externalities of electricity generation in the Midwest. Resource Energ. Econ. 1996, 18:395-421. REEEEF, 0928-7655, 10.1016/S0928-7655(97)00042-0, and.
6. Camahan J.V. Davis W.J. Shahin M.Y. Keane P.L. Wu M.I. Optimal maintenance decisions for pavement management. J. Transp. Eng. 1987, 113(5):554-572. JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(1987)113:5(554), and.
7. Chan A. Keoleian G. Gabler E. Evaluation of life-cycle cost analysis practices used by the Michigan Department of Transportation. J. Transp. Eng. 2008, 134(6):236-245. JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(2008)134:6(236), and.
8. CPI database. 2006, Consumer Price Index (CPI), 〈〉 (May 17, 2010).
9. Delucchi M.A. Summary of theory, data, methods, and results. 1998, UCD-ITS-RR-96-3 (1), Institute of Transportation Studies, Univ. of California-Davis, Calif.
10. de Melo e Silva F. Van Dam T.J. Bulleit W.M. Ylitalo R. Proposed pavement performance models for local government agencies in Michigan. 2000, 81-86. and Transportation Research Record1699, Transportation Research Board (TRB), Washington, D.C.
11. Dreyfus S.F. Law A.M. The art and theory of dynamic programming 1977, and Academic Press, New York.
12. Durango P. Madanat S. Optimal maintenance and repair policies in infrastructure management under uncertain facility deterioration rates: An adaptive control approach. Transp. Res., Part A: Policy Pract. 2002, 36A(6):768-769. TRPPEC, 0965-8564, and.
13. Durango-Cohen P. Maintenance and repair decision making for infrastructure facilities without a deterioration model. J. Infrastruct. Syst. 2004, 10(1):1-8. JITSE4, 1076-0342, 10.1061/(ASCE)1076-0342(2004)10:1(1).
14. Epps J.A. Leahy R.B. Mitchell T. Ashmore C. Seeds S. Alavi S. Monismith C.L. The road to performance-related specifications. 1999, and WesTrack Interim Rep., Reno, Nev.
15. ExternE: Overview. 2001, ExternE, 〈〉 (Nov. 10, 2006).
16. 2004, Federal Highway Administration (FHWA), RealCost: User's manual, Office of Asset Management, Washington, D.C.
17. Pavement management systems: The Washington State experience. 2008, Federal Highway Administration (FHWA), FHWA-IF-08-010, Washington, D.C.
18. Feighan K.J. Shahlin M.Y. Sinha K.C. White T.D. Application of dynamic programming and other mathematical techniques to pavement management systems. 1988, 90-98. and Transportation Research Record1200, Transportation Research Board, Washington, D.C.
19. Ferregut C. Abdullah I. Artificial neural network-based methodologies for rational assessment of remaining life of existing pavement. 1998, and Research Project No.0-1711, Dept. of Transportation, Austin, Tex.
20. Furuta H. Frangopol D.M. Life-cycle cost of civil infrastructure with emphasis on bridges. Proc., 1st Int. Symp. on Life-Cycle Civil Engineering 2008, 47-58. and Varenna, Italy.
21. Fwa T.F. Chan W.T. Tan C.T. Genetic-algorithm programming of road maintenance and rehabilitation. J. Transp. Eng. 1996, 122(3):246-253. JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(1996)122:3(246), and.
22. Golabi K. Kulkarni R. Way G. A statewide pavement management system. Interfaces 1982, 12(6):5-21. 0092-2102, 10.1287/inte.12.6.5, and.
23. Golabi K. Separd R. Pontis: A system for maintenance optimization and improvement of U.S. bridge networks. Interfaces 1997, 27(1):71-88. 0092-2102, 10.1287/inte.27.1.71, and.
24. Guignier F. Madanat S. Optimization of infrastructure systems maintenance and improvement policies. J. Infrastruct. Syst. 1999, 5(4):124-134. JITSE4, 1076-0342, 10.1061/(ASCE)1076-0342(1999)5:4(124), and.
25. Horvath A. Hendrickson C. Comparison of environmental implications of asphalt and steel-reinforced pavements. Transp. Res. Rec. 1998, 1626:105-113. TRREDM, 0361-1981, 10.3141/1626-13, and.
26. Horvath A. Pacca S. Masanet E. Canapa R. Pavement life-cycle assessment tool for environmental and economic effects: User's manual. 2004, and 〈〉 (May 17, 2010).
27. Huang Y.H. Pavement analysis and design 2004, Univ. of Kentucky, Upper Saddle River, N.J.
28. Jiang Y. Saito M. Sinha K.C. Bridge performance prediction model using the Markov chain. 1989, 68-74. and Transportation Research Record1268, Transportation Research Board, Washington, D.C.
29. Kendall A. Keoleian G.A. Helfand G.E. An integrated life cycle assessment and life cycle cost analysis model for concrete bridge deck applications. J. Infrastruct. Syst. 2008, 14(3):214-222. JITSE4, 1076-0342, 10.1061/(ASCE)1076-0342(2008)14:3(214), and.
30. Kennedy P. guide to econometrics 1998, MIT Press, Cambridge, Mass.
31. The costs of construction delays and traffic control for life-cycle cost analysis of pavements. 2002, Kentucky Transportation Center (KTC), KTC-02-07/SPR197-99 and SPR218-00-1F, Lexington, Ky.
32. Keoleian G.A. Kendall A. Dettling J.E. Smith V.M. Chandler R.F. Life cycle modeling of concrete bridge design: Comparison of engineered cementitious composite link slabs and conventional steel expansion joints. J. Infrastruct. Syst. 2005, 11(1):51-60. JITSE4, 1076-0342, 10.1061/(ASCE)1076-0342(2005)11:1(51), and.
33. Keoleian G.A. Spitzley D.V. Life cycle based sustainability metrics. Chapter 7 in sustainability science and engineering: Defining principles (sustainability science and engineering) 2006, 1:127-159. M. A. Abraham, and Vol. ed., Elsevier, New York.
34. Lepech M.D. A paradigm for integrated structures and materials design for sustainable transportation infrastructure. 2006, Ph.D. thesis, Univ. of Michigan, Ann Arbor, Mich.
35. Li V.C. Durable overlay systems with engineered cementitious composites (ECC). Int. J. Restor. Build. Monuments 2003, 9(2):1-20.
36. Li V.C. Engineered cementitious composites. Proc., ConMat'05 2005, Vancouver, Canada.
37. Li V.C. Qian S. Zhang H. Keoleian G.A. Sustainable infrastructure with durable fibre concrete materials. Keynote Paper for Congress 2008-Concrete: Construction's Sustainable Option 2008, and Dundee, Scotland, U.K.
38. Lim Y.M. Li V.C. Durable repair of aged infrastructures using trapping mechanism of engineered cementitious composites. Cem. Concr. Compos. 1997, 19:373-385. CCOCEG, 0958-9465, 10.1016/S0958-9465(97)00026-7, and.
39. Madanat S. Ben-Akiva M. Optimal inspection and repair policies for infrastructure facilities. Transp. Sci. 1994, 28(1):55-62. TRSCBJ, 0041-1655, 10.1287/trsc.28.1.55, and.
40. Madanat S. Karlaftis M. McCarth P. Development of probabilistic infrastructure deterioration models with panel data. J. Infrastruct. Syst. 1997, 3(1):4-9. JITSE4, 1076-0342, 10.1061/(ASCE)1076-0342(1997)3:1(4), and.
41. Madanat S. Mishalani R. Wan Ibrahim W.H. Estimation of infrastructure transition probabilities from condition rating data. J. Infrastruct. Syst. 1995, 1(2):120-125. JITSE4, 1076-0342, 10.1061/(ASCE)1076-0342(1995)1:2(120), and.
42. Madanat S. Park S. Kuhn K. Adaptive optimization and systematic probing of infrastructure system maintenance policies under model uncertainty. J. Infrastruct. Syst. 2006, 12(3):192-198. JITSE4, 1076-0342, 10.1061/(ASCE)1076-0342(2006)12:3(192), and.
43. Mamlouk M.S. Zaniewski J.P. He W. Analysis and design optimization of flexible pavement. J. Transp. Eng. 2000, 126(2):161-167. JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(2000)126:2(161), and.
44. Matthews H.S. Lave L.B. Applications of environmental valuation for determining externality costs. Environ. Sci. Technol. 2000, 34(8):1390-1395. ESTHAG, 0013-936X, 10.1021/es9907313, and.
45. 1997 noninterstate freeway segments: Deficient segments-URBAN 1997, Michigan Department of Transportation (MDOT), Ann Arbor, Mich.
46. Michigan transportation facts and figures 2001 highways 2002, Michigan Department of Transportation (MDOT), Lansing, Mich.
47. Pavement design and selection manual 2005, Michigan Department of Transportation (MDOT), Ann Arbor, Mich.
48. Mishalani R. Madanat S. Computation of Infrastructure transition probabilities using stochastic duration models. J. Infrastruct. Syst. 2002, 8(4):139-148. JITSE4, 1076-0342, 10.1061/(ASCE)1076-0342(2002)8:4(139), and.
49. Highway development and management model, HDM-4. International study of highway development and management 2002, PIARC, World Road Association, Paris.
50. Qian S. Influence of concrete material ductility on the behavior of high stress concentration zones. 2007, Ph.D. thesis, Univ. of Michigan, Ann Arbor, Mich.
51. Ravirala V. Grivas D.A. State increment method of life-cycle cost analysis for highway management. J. Infrastruct. Syst. 1995, 1(3):151-159. JITSE4, 1076-0342, 10.1061/(ASCE)1076-0342(1995)1:3(151), and.
52. Robelin C. Madanat S. History-dependent bridge deck maintenance and replacement optimization with Markov decision processes. J. Infrastruct. Syst. 2007, 13(3):195-201. JITSE4, 1076-0342, 10.1061/(ASCE)1076-0342(2007)13:3(195), and.
53. Sayers M.W. Gillespie T.D. The international road roughness experiment. 1986, 453. and World Bank Technical Paper No.45, Washington, D.C.
54. Shahin Y.M. Pavement management for airports, roads, and parking lots 1994, Chapman and Hall, Inc., New York.
55. Sher E. Handbook of air pollution from internal combustion engines 1998, Academic Press, Boston.
56. Ozone and carbon monoxide conformity analysis for the proposed amendment of the 2030 regional transportation plan for Southeast Michigan 2006, Southeast Michigan Council of Governments (SEMCOG), Detroit.
57. Tol R.S.J. The marginal costs of greenhouse gas emissions. Energy J. 1999, 20(1):61-81. 0195-6574.
58. Tol R.S.J. The marginal damage costs of carbon dioxide emissions: an assessment of uncertainties. Energy Policy 2005, 33(16):2064-2074. ENPYAC, 0301-4215, 10.1016/j.enpol.2004.04.002.
59. Discount rates for cost-effectiveness, lease, purchase and related analyses. Appendix to guidelines and discount rates for benefit-cost analysis of federal programs 2005, U.S. Office of Management and Budget (OMB), Washington, D.C.
60. Walls J. Smith M.R. 1998, and Pavement Division Interim Technical Bulletin: Life-Cycle Cost Analysis in Pavement Design-Interim Technical Bulletin. FHWA-SA-98-079U.S. Dept. of Transportation, Federal Highway Administration, Washington, D.C.
61. Weitzman M.L. Gamma discounting. Am. Econ. Rev. 2001, 91(1):260-271. 0002-8282, 10.1257/aer.91.1.260.
62. Wilde W.J. Waalkes S. Harrison R. Life cycle cost analysis of Portland cement concrete pavement 2001, and Univ. of Texas at Austin, Austin, Tex.
63. Zhang H. Keoleian G.A. Lepech M.D. An integrated life cycle assessment and life cycle analysis model for pavement overlay systems. Proc., 1st Int. Symp. on Life-Cycle Civil Engineering 2008, 907-915. and Varenna, Italy.
64. Zhang H. Lepech M.D. Keoleian G.A. Qian S. Li V.C. Dynamic life cycle modeling of pavement overlay systems: Capturing the impacts of users, construction, and roadway deterioration. J. Infrastruct. Syst. 2010, 16(4):229-309. JITSE4, 1076-0342, and.