REHABILITATION STRATEGIES FOR HIGHWAY PAVEMENTS
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Carlos E. Correa | Samuel H Carpenter | Kathleen T. Hall | S. H. Carpenter | Robert P. Elliot | C. Correa | K. Hall | R. Elliot
[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 .