Estimating Highway Pavement Damage Costs Attributed to Truck Traffic

Kansas is one of the leaders in meat production in the United States. In the southwest Kansas region, there are more than three hundred feed yards and several of the biggest meat processing plants in the nation. Heavy trucks (e.g., tractor-trailers) have been used primarily for transporting processed meat, meat byproducts, grain, and other related products. With the continuous growth of these industries, there will be more trucks on highways transporting meat and meat-related products in southwest Kansas. These trucks cause noteworthy damage to Kansas highway pavements, which in turn leads to more frequent maintenance actions and ultimately more traffic delays and congestion. The primary objective of this research was to estimate the highway damage costs attributed to the truck traffic associated with the processed meat (beef) and related industries in southwest Kansas. The researchers developed a systematic pavement damage estimation procedure that synthesized several existing methodologies including Highway Economic Requirements System (HERS) and American Association of State Highway and Transportation Officials (AASHTO) methods. In this research project, the highway section of US 50/400 between Dodge City and Garden City in Kansas was selected and its pavement data were collected for analysis. Outcomes of this research will be beneficial for the selection of cost-effective transportation modes for the meat processing and related industries in southwest Kansas. It will also help government agents to assess highway maintenance needs and to set up maintenance priorities. Meanwhile, the analysis results will be valuable for the determination of reasonable user costs. Based on findings of this research, recommendations on the selection of transportation modes are provided and promising future research tasks are suggested as well.

[1]  Steven M. Karamihas,et al.  Guidelines for longitudinal pavement profile measurement , 1999 .

[2]  N. Fenton The Personal Interview , 1934 .

[3]  R. Salgado,et al.  Effects of Heavier Truck Loadings and Super-Single Tires on Subgrades , 2002 .

[4]  Moshe Ben-Akiva,et al.  ESTIMATION OF HIGHWAY PAVEMENT DETERIORATION FROM IN-SERVICE PAVEMENT DATA , 1990 .

[5]  M W Babcock,et al.  The Changing Logistics Structure for Grain Marketing: A Case Study of Export Wheat in Northwest Kansas , 1985 .

[6]  Samuel Owusu-Ababio,et al.  Effects of heavy loading on Wisconsin's concrete pavements , 2005 .

[7]  T D Gillespie,et al.  Calibration of response-type road roughness measuring systems , 1980 .

[8]  Keshavan Nair,et al.  BAYESIAN METHODOLOGY FOR VERIFYING RECOMMENDATIONS TO MINIMIZE ASPHALT PAVEMENT DISTRESS , 1979 .

[9]  Susan L. Tighe,et al.  Allocation of Pavement Damage Due to Trucks Using a Marginal Cost Method , 1998 .

[10]  Peter E. Sebaaly,et al.  Impact of Heavy Vehicles on Low-Volume Roads , 2003 .

[11]  Robert L. Lytton,et al.  PAVEMENT PERFORMANCE PREDICTION ---SECOND NORTH AMERICAN CONFERENCE ON MANAGING PAVEMENTS, 2-6 NOVEMBER 1987, ROYAL YORK HOTEL, TORONTO, ONTARIO, CANADA , 1987 .

[12]  Yong Bai,et al.  Transportation Logistics and Economics of the Processed Meat and Related Industries in Southwest Kansas , 2007 .

[13]  Michael W. Babcock,et al.  ECONOMIC IMPACTS OF RAILROAD ABANDONMENT ON RURAL KANSAS COMMUNITIES , 2003 .

[14]  Brent M. Phares,et al.  Impacts of Overweight Implements of Husbandry on Minnesota Roads and Bridges , 2004 .

[15]  Ram B. Kulkarni,et al.  Pavement Management Systems: Past, Present, and Future , 2003 .

[16]  R L Lytton Concepts of pavement performance prediction and modelling , 1987 .

[17]  Trenton M Clark,et al.  Performance of Pavements Subject to Higher Truck Weight Limits in Virginia , 2002 .

[18]  E R Russell,et al.  A METHODOLOGY FOR DETERMINING ROAD DAMAGE DUE TO RAILROAD BRANCHLINE ABANDONMENT , 1996 .

[19]  Michael I Darter REQUIREMENTS FOR RELIABLE PREDICTIVE PAVEMENT MODELS , 1980 .

[20]  W L Gramling Current practices in determining pavement condition , 1994 .

[21]  Imad L. Al-Qadi,et al.  Quantification of Pavement Damage Caused by Dual and Wide-Base Tires , 2005 .

[22]  M. Baucus Transportation Research Board , 1982 .

[23]  Nezih Mrad,et al.  Effects of Wheel-Load Spatial Repeatability on Road Damage: A Literature Review , 1997 .

[24]  Freddy L Roberts,et al.  Effects of Hauling Timber, Lignite Coal, and Coke Fuel on Louisiana Highways and Bridges , 2005 .

[25]  S J Rindom,et al.  GRAIN TRANSPORTATION SERVICE DEMAND PROJECTIONS FOR KANSAS: 1995 AND BEYOND , 1990 .

[26]  Charles L. Wood,et al.  The Kansas Beef Industry , 1980 .

[27]  Tim Martin Estimating Heavy Vehicle Road Wear Costs for Bituminous-Surfaced Arterial Roads , 2002 .

[28]  Kaan Ozbay,et al.  INFRASTRUCTURE COSTS ATTRIBUTABLE TO COMMERCIAL VEHICLES , 2001 .

[29]  M. Y. Shahin,et al.  Pavement Management for Airports, Roads, and Parking Lots , 2006 .