Cost-benefit timing for applying slurry seal on actual roadway tests in China

Xi-lan Zhi , Wei-na Wang , Yi-chang Tsai

Journal of Central South University ›› 2012, Vol. 19 ›› Issue (8) : 2394 -2402.

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Journal of Central South University ›› 2012, Vol. 19 ›› Issue (8) : 2394 -2402. DOI: 10.1007/s11771-012-1287-8
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Cost-benefit timing for applying slurry seal on actual roadway tests in China

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Abstract

Determining the optimal timing is the core of preventive maintenance. Highway agencies always face with the challenge of determining optimal timing for preventive maintenance, particularly in China where there are no condition indicators designed for determining adequate timing for applying preventive maintenance and little literature relating to the development of pavement performance. This work presented the indicators, including crack ratio (RC), rutting depth (DR), international roughness index (IIR) and sideway force coefficient (CSF) to determine the adequate timing for preventive maintenance in China. The proper ranges of each indicator to apply to preventive maintenance were then recommended. They are 0.28%–1.4% for RC, 10–15 mm for DR, 1.97–3.5 for IIR, 40–50 for CSF. Based on pavement condition survey data collected on the test roads in Hebei Province, China, on the application of slurry seal at different timings, the pavement performance was established and the adequate timings for applying slurry seal was studied. Based on benefit-cost analysis, it is suggested that the fourth year is the optimal timing for applying slurry seal based on the condition in China. A framework is established to determine the adequate timings of applying other preventive maintenance methods.

Keywords

preventive maintenance / evaluation system / cost-benefit timing / slurry seal

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Xi-lan Zhi, Wei-na Wang, Yi-chang Tsai. Cost-benefit timing for applying slurry seal on actual roadway tests in China. Journal of Central South University, 2012, 19(8): 2394-2402 DOI:10.1007/s11771-012-1287-8

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References

[1]

WallsJ., SmithM. R.Life cycle cost analysis in pavement design-interim technical bulletin [R], 1998Washington D. C.Federal Highway Administration

[2]

HicksR. G., MoulthropJ. S., DaleidenJ.. Selecting a preventive maintenance treatment for flexible pavements [J]. Transportation Research Record, 1999, 1680: 1-12

[3]

National Guide to Sustainable Municipal Infrastruture Timely Preventive Maintenance for Municipal Roads-Best Practice [ER/OL]. http://www.infraguide.gc.ca/docs/Timely Preventive Maintenance for Municipal Roads. PDF, 2003-06-13.

[4]

GuanS.-f., LingJ.-m., ZhaoH.-du.. Optimal timing of pavement preventive maintenance treatment applications base on matter-element analysis [J]. Highway Engineering, 2008, 33(3): 30-33

[5]

YaoH.-y., LinL., MenJ.-yu.. Timing of asphalt concrete pavement preventive maintenance using artificial neural network method [J]. Highway, 2009, 10: 228-231

[6]

PESHKIN D G, HOERNER T E, ZIMMERMAN K A. Optimal timing of pavement preventive maintenance treatment applications [R]. Downer Grove: NCHRP report 523, 2004.

[7]

ShenJ.-nan.Analysis and preventive techniques of premature damage of asphalt pavement in expressway [M], 2004BeijingChina Communications Press51-58

[8]

Flexible Pavement Condition Survey Handbook [R]. Tallahassee: Florida Department of Transportation, 2009.

[9]

HicksG., SeedsS. B., PeshkinD. G.Selecting a preventive maintenance treatment for flexible pavements [R], 2000Washington D CFoundation for Pavement Preservation

[10]

WuC.-hai.. Shortcomings and improvement of evaluation methods for breakdown condition of expressway asphalt concrete pavements [J]. Highway, 2007, 5(5): 193-199

[11]

SamuelL., GeoffreyL., Siew-HweeKong.. Effectiveness of microsurfacing treatments [J]. Journal of Transportation Engineering®ASCE, 2007, 133(5): 298-308

[12]

LeiM.-x., ZhiX.-lan.. Study on rutting indicator based on preventive maintenance of highway asphalt pavement [J]. Highways & Transportation in Inner Mongolia, 2008, 6: 32-36

[13]

ShaQ.-lin.Analysis and preventive techniques of damage of highway asphalt pavement [M], 2001BeijingChina Communications Press192-196

[14]

ISO 2631-1: 1997(E). Mechanical vibration and shock evaluation of human exposure to whole-body vibration: Part 1. General requirements. International Standard Organization [S]. 1997.

[15]

ZhangH.-l., WangB.-g., YangW.-qiao.. Pavement roughness evaluation method based on three degree freedom models including human, vehicle and road [J]. Journal of Chongqing Jiaotong University: Nature Science, 2009, 6(28): 1041-1045

[16]

WenBin.. Statistical analysis of traffic accident and skid-resistance of expressway pavement [J]. Journal of Highway and Transportation Research and Development, 2006, 23(8): 72-75

[17]

JahrenC. K., BergesonK., Al-HammadiA., CelikS., LauG.Thin maintenance surfaces [R], 1999Ames, IAPhase One Report, Center for Transportation Research and Education. Iowa State University

[18]

ScofieldL., EppsJ.Survey of pavement maintenance practices in Arizona [R], 1999Phoenix, AZDraft Report, Arizona Department of Transportation

[19]

FreemanT. J.Supplemental maintenance effectiveness research program (SMERP) [R], 1999Austin, TXPresentation at the AGC Pavement Preservation Seminar

[20]

SyedI. M., FreemanT. J., SmithR. E.Effectiveness of highway maintenance treatments used in Texas [R], 1998West Conshohocken, PAFlexible Pavement Rehabilitation and Maintenance, Special Technical Publication (STP) 1348, American Society for Testing and Materials

[21]

WadeM., DesombreR., PeshkinD.High volume/high speed asphalt roadway preventive maintenance treatments [R], 2001Pierre, SDPublication No. SD99-09, South Dakota Department of Transportation

[22]

Pablo Luis Durango. Adaptive optimization models for infrastructure management [D]. University of California, 2002.

[23]

LuoZ.-r., YinH.-ming.. Probabilistic analysis of pavement distress ratings with clusterwise regression method [C]. The 87th Transportation Research Board Annual Meeting, 2008Washington D CTRB1-3

[24]

FlintschG. W.. Soft computing applications in pavement and infrastructure management: State-of-the-art [C]. The 82nd Transportation Research Board Annual Meeting, 2003Washington D CTRB8

[25]

MAO Min, YU Xiang. A method of expressway pavement performance prediction [C]// International Conference on Transportation Engineering. Chengdu, 2009: 433–438.

[26]

ZhiX.-l., WangW.-n., ZhangChao.. Research on preventive maintenance countermeasures of expressway asphalt concrete pavement [J]. Highway, 2009, 2(2): 170-175

[27]

National Development and Reform Commission and Ministry of Construction [S]. Economic evaluation methods and parameters of construction project (third edition), 2006. (in Chinese)

[28]

HaungY.-x., XinA.-fang.Engineering economy [M], 1995ShanghaiTongji University Press30-35

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