The Effectiveness of Maintenance and Its Impact on Capital Expenditures

With ever increasing traffic loadings, highway pavement maintenance needs continue to outpace the availability of resources, and transportation agencies seek cost-effective maintenance practices. This study investigated the effectiveness of maintenance treatments in the short-term and the cost effectiveness of maintenance strategies over entire pavement life. The study also analyzed the relationships and trade-offs between maintenance and capital investments such as pavement rehabilitation, and the trade-offs between preventive and corrective maintenance. These analyses were carried out through a work sequence that included analyses of historical trends, literature review, and a questionnaire survey. The study found that there are significant benefits associated with maintenance treatments, and that such short-term impacts generally involve an increase in pavement condition or a decrease in the rate of deterioration. For most treatments, a greater benefit is generally obtained for a larger effort expended on the maintenance treatment, at a given level of pavement condition, up to a point. The study also found that if chosen appropriately, maintenance strategies could be cost-effective in the long run. The most cost effective strategy was determined for each pavement family. Finally, the study determined that trade-off relationships exist between intervals of capital investments on one hand, and maintenance, traffic loading, and weather on the other hand: up to a point, increasing maintenance leads to increased rehabilitation interval, while increasing traffic loads and weather severity leads to reduction in rehabilitation interval, albeit at different rates for each pavement family. Marginal effects models were used to determine the effect of unit changes in maintenance levels, traffic loading, and weather on changes in rehabilitation interval. This information is useful not only for pavement management, but also for policy analyses involving truck weights, and pavement repair needs assessment to reflect changing traffic and weather conditions in the long-term. The data for the study was supplied by the Indiana Department of Transportation.

[1]  Kumares C. Sinha,et al.  Energy Conservation and Cost Savings Related to Highway Routine Maintenance : Pavement Maintenance Cost Analysis: Interim Report , 1984 .

[2]  B R Christopher,et al.  PAVEMENT SUBSURFACE DRAINAGE SYSTEMS , 1997 .

[3]  John P Burkhardt,et al.  INDIANA'S MAINTENANCE MANAGEMENT INFORMATION SYSTEM , 1990 .

[4]  Essam A Sharaf,et al.  ENERGY SAVINGS FROM INCREASED PREVENTIVE MAINTENANCE ON INDIANA HIGHWAYS , 1986 .

[5]  K. L. Smith,et al.  Effect of Initial Pavement Smoothness on Future Smoothness and Pavement Life , 1997 .

[6]  Stephen F. Shober PORTLAND CEMENT CONCRETE PAVEMENT PERFORMANCE AS INFLUENCED BY SEALED AND UNSEALED CONTRACTION JOINTS , 1986 .

[7]  R L Berg,et al.  PREDICTION OF DAMAGE TO FLEXIBLE PAVEMENTS IN SEASONAL FROST AREAS , 1990 .

[8]  Tim C Martin,et al.  PAVEMENT BEHAVIOUR PREDICTION FOR LIFE-CYCLE COSTING. , 1994 .

[9]  K H McGhee Portland cement concrete resurfacing , 1994 .

[10]  Kumares C. Sinha,et al.  GUIDELINES FOR MANAGEMENT OF CHIP AND SAND SEAL COATING ACTIVITIES IN INDIANA , 1992 .

[11]  Cristopher Robinson,et al.  Distress Prediction Models for Rigid Pavements for Texas Pavement Management Information System , 1996 .

[12]  Virgil L. Anderson,et al.  Correlation of present serviceability ratings with international roughness index , 1994 .

[13]  H Raza,et al.  STATE-OF-THE-PRACTICE DESIGN, CONSTRUCTION, AND PERFORMANCE OF MICRO-SURFACING. FINAL REPORT , 1994 .

[14]  G A Sparks,et al.  INTEGRATING MAINTENANCE MANAGEMENT AND PAVEMENT MANAGEMENT SYSTEMS , 1995 .

[15]  A L Correa,et al.  CONCRETE PAVEMENT REHABILITATION - GUIDE FOR DIAMOND GRINDING , 2001 .

[16]  C Dwight Hixon,et al.  NINE YEARS OF MICROSURFACING IN OKLAHOMA , 1993 .

[17]  J B Rauhut,et al.  EVALUATION OF THE AASHTO DESIGN EQUATIONS AND RECOMMENDED IMPROVEMENTS , 1994 .

[18]  Moshe Ben-Akiva,et al.  MODELING PERFORMANCE OF HIGHWAY PAVEMENTS , 1994 .

[19]  K P George,et al.  PAVEMENT MAINTENANCE EFFECTIVENESS , 1990 .

[20]  D A Morian,et al.  CONCRETE PAVEMENT MAINTENANCE TREATMENT PERFORMANCE REVIEW: SPS-4 5-YEAR DATA ANALYSIS , 1998 .

[21]  Tien Fang Fwa,et al.  ESTIMATION OF ENVIRONMENTAL AND TRAFFIC LOADING EFFECTS ON HIGHWAY PAVEMENTS , 1987 .

[22]  S F Shober The Great Unsealing: A Perspective on Portland Cement Concrete Joint Sealing , 1997 .

[23]  Kumares C. Sinha,et al.  ECONOMIC ANALYSIS OF EFFECTIVENESS OF PAVEMENT PREVENTIVE MAINTENANCE , 1994 .

[24]  David L Huft,et al.  Development of Pavement Performance Curves for Individual Distress Indexes in South Dakota Based on Expert Opinion , 1996 .

[25]  E R Brown Preventive maintenance of asphalt concrete pavements , 1988 .

[26]  Scott Shuler Design and Construction of Chip Seals for High Traffic Volume , 1998 .

[27]  Raymond A Forsyth,et al.  ECONOMIC IMPACT OF PAVEMENT SUBSURFACE DRAINAGE , 1987 .

[28]  John P Zaniewski,et al.  Pavement Preventive Maintenance: Key to Quality Highways , 1999 .

[29]  Mamlouk,et al.  Pavement Preventive Maintenance: Description, Effectiveness, and Treatments , 1998 .

[30]  F Young,et al.  SEAL COATS IN MANITOBA , 1986 .

[31]  Durbin,et al.  Hydrogeologic atlas of aquifers in Indiana , 1994 .

[32]  Peter E. Sebaaly,et al.  NEVADA'S APPROACH TO PAVEMENT MANAGEMENT , 1996 .

[33]  C. Winston,et al.  Road Work: A New Highway Pricing and Investment Policy , 1989 .

[34]  Xin Chen,et al.  PAVEMENT PERFORMANCE MODELING PROGRAM FOR PENNSYLVANIA , 1995 .

[35]  Kumares C. Sinha,et al.  Relationship Between Pavement Performance and Routine Maintenance: Mixed Logit Approach , 1997 .

[36]  Peter E. Sebaaly,et al.  PERFORMANCE MODELS FOR FLEXIBLE PAVEMENT MAINTENANCE TREATMENTS , 1995 .

[37]  Olga J. Pendleton,et al.  PAVEMENT MAINTENANCE EFFECTIVENESS , 1993 .

[38]  Samer Madanat,et al.  SELECTIVITY BIAS IN MODELING HIGHWAY PAVEMENT MAINTENANCE EFFECTIVENESS , 1998 .

[39]  A N Hanna,et al.  SHRP-LTPP SPECIFIC PAVEMENT STUDIES: FIVE-YEAR REPORT , 1994 .

[40]  Adel W. Sadek,et al.  Deterioration Prediction Modeling of Virginia's Interstate Highway System , 1996 .

[41]  D Peshkin,et al.  CONCRETE REHABILITATION--USERS MANUAL , 1994 .

[42]  Moshe Ben-Akiva,et al.  LATENT PERFORMANCE APPROACH TO INFRASTRUCTURE MANAGEMENT , 1991 .

[43]  D A Grivas,et al.  DETERMINATION OF PAVEMENT DISTRESS INDEX FOR PAVEMENT MANAGEMENT , 1992 .

[44]  William O. Hadley SHRP-LTPP GENERAL PAVEMENT STUDIES: FIVE-YEAR REPORT , 1994 .

[45]  R. G. Hicks,et al.  Framework for Selecting Effective Preventive Maintenance Treatments for Flexible Pavements , 1997 .

[46]  Tien Fang Fwa,et al.  ON THE CONCEPT OF TOTAL HIGHWAY MANAGEMENT , 1989 .

[47]  Edward S. K. Fekpe Effects of Routine Maintenance on Flexible Pavement Condition , 1995 .

[48]  Linda M Pierce,et al.  DESCRIPTION OF REHABILITATION SCOPING PROCESS USED IN WASHINGTON STATE PAVEMENT MANAGEMENT SYSTEM , 1996 .

[49]  Walter P Kilareski,et al.  SAWING AND SEALING OF JOINTS IN ASPHALTIC CONCRETE OVERLAYS , 1990 .

[50]  Joseph Ponniah,et al.  CRACK SEALING IN FLEXIBLE PAVEMENTS: A LIFE-CYCLE COST ANALYSIS , 1996 .

[51]  Re Smith,et al.  Effectiveness of Highway Maintenance Treatments Used in Texas , 1998 .

[52]  C J Van Til,et al.  MANUAL FOR THE SELECTION OF OPTIMAL MAINTENANCE LEVELS OF SERVICE , 1984 .

[53]  David Fowler,et al.  MAJOR FACTORS EXPLAINING PERFORMANCE VARIABILITY OF SEAL COAT PAVEMENT REHABILITATION OVERLAYS , 1993 .

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

[55]  Kathryn A Cation,et al.  PERFORMANCE PREDICTION DEVELOPMENT USING THREE INDEXES FOR NORTH DAKOTA PAVEMENT MANAGEMENT SYSTEM , 1992 .

[56]  S Quing-Lin THE CRACKING OF BITUMINOUS SURFACINGS ON SEMI-RIGID ROADBASES IN CHINA , 1988 .

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

[58]  V. Barnett,et al.  Applied Linear Statistical Models , 1975 .

[59]  Kumares C. Sinha,et al.  OPTIMAL PAVEMENT MANAGEMENT APPROACH USING ROUGHNESS MEASUREMENTS , 1985 .

[60]  Mark D. Uncles,et al.  Discrete Choice Analysis: Theory and Application to Travel Demand , 1987 .

[61]  Samer Madanat,et al.  Development of a Pavement Rutting Model from Experimental Data , 2000 .

[62]  Sedat Gulen,et al.  DETERMINATION OF PRACTICAL ESALS PER TRUCK VALUES ON INDIANA ROADS , 2000 .

[63]  A T Reno,et al.  GUIDELINES FOR EFFECTIVE MAINTENANCE-BUDGETING STRATEGIES , 1994 .

[64]  Michael I Darter,et al.  RELATIONSHIPS BETWEEN INTERNATIONAL ROUGHNESS INDEX AND PRESENT SERVICEABILITY RATING , 1994 .

[65]  R L Lytton,et al.  METHODOLOGY FOR PREDICTING ASPHALT CONCRETE OVERLAY LIFE AGAINST REFLECTION CRACKING. SIXTH INTERNATIONAL CONFERENCE, STRUCTURAL DESIGN OF ASPHALT PAVEMENTS, VOLUME I, PROCEEDINGS, UNIVERSITY OF MICHIGAN, JULY 13-17, 1987, ANN ARBOR, MICHIGAN , 1985 .

[66]  K P George,et al.  MODELS FOR PREDICTING PAVEMENT DETERIORATION , 1989 .

[67]  M C Belangie FACTORS AFFECTING JOINT SYSTEM PERFORMANCE , 1990 .

[68]  T F Fwa AN AGGREGATE DAMAGE APPROACH FOR HIGHWAY PAVEMENT PERFORMANCE ANALYSIS , 1985 .

[69]  Michael I Darter,et al.  PERFORMANCE MONITORING OF JOINT LOAD TRANSFER RESTORATION , 1993 .

[70]  Ralph Haas,et al.  Investigation of Relationship Between Deterministic and Probabilistic Prediction Models in Pavement Management , 1997 .

[71]  Dennis A Morian,et al.  Joint Seal Practices in the United States: Observations and Considerations , 1998 .

[72]  Yang H. Huang,et al.  Pavement Analysis and Design , 1997 .

[73]  Thomas D. White,et al.  Indiana Subdrainage Experience and Application , 1996 .

[74]  K H McGhee,et al.  Design, construction, and maintenance of PCC pavement joints , 1995 .

[75]  Issam A. Minkarah,et al.  To Seal or Not to Seal? A Field Experiment to Resolve an Age-Old Dilemma , 2001 .

[76]  Tien Fang Fwa,et al.  Routine Maintenance and Pavement Performance , 1986 .

[77]  W A Phang,et al.  IMPROVED PREVENTIVE MAINTENANCE: SEALING CRACKS IN FLEXIBLE PAVEMENTS IN COLD REGIONS , 1988 .

[78]  Kumares C. Sinha,et al.  Assessment of Routine Maintenance Needs and Optimal Use of Maintenance Funds: An Estimation of Service Life and Cost of Routine Maintenance Activities : Interim Report - Executive Summary , 1986 .

[79]  Moshe Livneh DETERIORATION MODELING FOR UNLAID AND OVERLAID PAVEMENTS , 1996 .

[80]  Gordon K Ray EFFECT OF DEFECTIVE JOINT SEALS ON PAVEMENT PERFORMANCE , 1980 .

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

[82]  Roger M Weatherell,et al.  CHOICE OF SURFACE TREATMENT: DEPENDENCY ON LEVEL OF ROAD IMPROVEMENT AND MAINTENANCE BUDGET , 1986 .

[83]  D N Geoffroy COST-EFFECTIVE PREVENTIVE PAVEMENT MAINTENANCE , 1996 .

[84]  William D O Paterson,et al.  SUMMARY MODELS OF PAVED ROAD DETERIORATION BASED ON HDM-III , 1992 .

[85]  Tim C Martin ASSESSMENT OF ADDITIONAL INFRASTRUCTURE COSTS DUE TO INCREASED AXLE MASS LIMITS. , 2000 .

[86]  A. J. Lawrance,et al.  Data Analysis Procedures for Long-Term Pavement Performance Prediction , 1996 .