REHABILITATION STRATEGIES FOR HIGHWAY PAVEMENTS

This project was conducted to develop a process for selection of appropriate rehabilitation strategies for the ranges of pavement types and conditions found in the United States. A review of the pavement rehabilitation practices of State departments of transportation (DOTs), and the literature available on pavement evaluation, rehabilitation techniques, and selection of rehabilitation strategies, was conducted for this project. The rehabilitation strategy selection procedures used by the various state DOT agencies differ in their details, but typically consist of: (1) data collection, (2) pavement evaluation, (3) selection of rehabilitation techniques, (4) formation of rehabilitation strategies, (5) life-cycle cost analysis, and (6) selection of one pavement rehabilitation strategy from among the alternatives considered. This report provides a step-by-step process and guidelines for each of these activities.

[1]  James A. Crovetti Design and evaluation of jointed concrete pavement systems incorporating free-draining base layers , 1994 .

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

[3]  M I Darter,et al.  The Longevity and Performance of Diamond-Ground Pavements , 1999 .

[4]  Mohamed Y Shahin,et al.  Pavement Maintenance Management for Roads and Parking Lots. , 1981 .

[5]  George M. Hammitt Concrete strength relationships , 1974 .

[6]  Robley Winfrey Economic analysis for highways , 1969 .

[7]  D A Curry,et al.  PROCEDURES FOR ESTIMATING HIGHWAY USER COSTS, AIR POLLUTION, AND NOISE EFFECTS , 1972 .

[8]  Kurt D Smith,et al.  PERFORMANCE OF JOINTED CONCRETE PAVEMENTS. VOLUME V - APPENDIX B - DATA COLLECTION AND ANALYSIS PROCEDURES , 1990 .

[9]  J Walls,et al.  Life-Cycle Cost Analysis in Pavement Design — Interim Technical Bulletin , 1998 .

[10]  Thomas M. West,et al.  Essentials of Engineering Economics , 1982 .

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

[12]  D L Lewis ROAD USER AND MITIGATION COSTS IN HIGHWAY PAVEMENT PROJECTS , 1999 .

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

[14]  Kathleen Theresa Hall Performance, evaluation, and rehabilitation of asphalt-overlaid concrete pavements , 1991 .

[15]  Charles W. Howe,et al.  Benefit-Cost Analysis for Water System Planning , 1991 .

[16]  Frank M. Mellinger Structural Design of Concrete Overlays , 1963 .

[17]  M I Darter,et al.  Support under portland cement concrete pavements , 1995 .

[18]  Kathleen T. Hall,et al.  Estimation of Present Serviceability Index from International Roughness Index , 1999 .

[19]  A French,et al.  TRAFFIC DATA COLLECTION AND ANALYSIS: METHODS AND PROCEDURES , 1986 .

[20]  F N Finn,et al.  FACTORS INFLUENCING DYNAMIC MODULUS OF ASPHALT CONCRETE , 1969 .

[21]  R L Lytton,et al.  Synthesis study of non destructive testing devices for use in overlay thickness design of flexible pavements , 1984 .

[22]  Michael I Darter,et al.  IMPROVED METHODS FOR SELECTION OF K VALUE FOR CONCRETE PAVEMENT DESIGN , 1995 .

[23]  M I Darter,et al.  LTPP data analysis - phase 1: validation of guidelines for k-Value selection and concrete pavement performance prediction , 1997 .

[24]  Joe P. Mahoney,et al.  MECHANISTIC-BASED OVERLAY DESIGN PROCEDURE FOR WASHINGTON STATE FLEXIBLE PAVEMENTS. FINAL REPORT , 1989 .

[25]  Michael I Darter,et al.  Development of a Pavement Maintenance Management System. Volume I. Airfield Pavement Condition Rating. , 1976 .

[26]  Marshall R. Thompson Hot-Mix Asphalt Overlay Design Concepts for Rubblized Portland Cement Concrete Pavements , 1999 .

[27]  M R Thompson,et al.  Mechanistic interpretation of nondestructive pavement testing deflections , 1981 .

[28]  R. Briggs,et al.  Temperature predictions and adjustment factors for asphalt pavement , 2000 .

[29]  F T Park Traffic data collection and analysis , 1980 .

[30]  S M Herrin,et al.  HIGHWAY PAVEMENT DISTRESS IDENTIFICATION MANUAL , 1979 .

[31]  Ja Crovetti,et al.  Evaluation of Support Conditions Under Jointed Concrete Pavement Slabs , 1994 .

[32]  Jacob Uzan,et al.  MODIFICATION OF THE ASPHALT INSTITUTE BITUMINOUS MIX MODULUS PREDICTIVE EQUATION (DISCUSSION) , 1983 .

[33]  Raymond Sydney Rollings Design of Rigid Overlays for Airfield Pavements , 1987 .

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

[35]  S D Tayabji,et al.  THICKNESS DESIGN OF CONCRETE RESURFACING , 1985 .

[36]  Michael I Darter,et al.  REHABILITATION OF CONCRETE PAVEMENTS. VOLUME III - CONCRETE PAVEMENT EVALUATION AND REHABILITATION SYSTEM , 1989 .

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