00676546

Component

http://onlinepubs.trb.org...trr/1994/1449/1449-024.pdf

https://scholar.google.co...erce&publication_year=1994

Washington, like other states, is nearing the completion of the Interstate highway construction program. The pavement design period for this system was only 20 years, and Washington, like all states, is experiencing the need to rehabilitate the pavements constructed in the early years of the Interstate program. A large and ever-increasing proportion of the Interstate system is beyond the design age of 20 years. As of 1993 more than 50% (approximately 1,680 lane-km) of all Interstate portland cement concrete (PCC) pavements in Washington State have been in service for 20 or more years. Because of budgeting constraints and user impacts the proper fix to the aging and distressed PCC pavements is not completely obvious. Total reconstruction is costly, successful and documented PCC pavement rehabilitation techniques are few, and all alternatives will result in delays to users of the facility. A general overview of the PCC pavement performance in Washington State is provided. In addition, the construction, analysis, and initial performance of a PCC pavement rehabilitation project that involves the use of retrofitted dowel bars, a tied concrete shoulder, and pavement grinding are discussed. The project was initiated to determine the effectiveness of these methods on the rehabilitation of PCC pavements in Washington. The outcome of the project will determine the viability of using these options for future rehabilitation projects in the state.

This paper appears in Transportation Research Record No. 1449, Design and Rehabilitation of Pavements. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved

01401288

English

p. 189-198

1994

Transportation Research Record

0309060567

Figures (7) ; References (6) ; Tables (3)

Case studies; Concrete pavements; Dowels (Fasteners); Driver rehabilitation; Grinding; Maintenance; Maintenance management; Needs assessment; Pavement performance; Retrofitting

Interstate Highway System

Rehabilitation

Washington (State)

Washington (State)

Design; Highways; Maintenance and Preservation; Pavements; I22: Design of Pavements, Railways and Guideways

TRIS, TRB

Apr 10 1995 12:00AM

• ANALYTICAL EVALUATION OF BITUMINOUS OVERLAYS ON FLEXIBLE PAVEMENTS
• DEVELOPMENT OF WEIBULL RELIABILITY FACTORS AND ANALYSIS FOR CALIBRATION OF PAVEMENT DESIGN MODELS USING FIELD DATA
• DYNAMIC FINITE-ELEMENT ANALYSIS OF JOINTED CONCRETE PAVEMENTS
• EFFECT OF PAVEMENT VARIABLES ON AVERAGE JOINT DEFLECTIONS IN EXPERIMENTAL CONCRETE PAVEMENT
• ESTIMATION OF STANDARD DEVIATION OF PREDICTED PERFORMANCE OF FLEXIBLE PAVEMENTS USING AASHTO MODEL
• EVALUATION AND REHABILITATION DESIGN OF I-495 IN DELAWARE
• EVALUATION OF HEAVY LOAD DAMAGE EFFECT ON CONCRETE PAVEMENTS USING THREE-DIMENSIONAL, NONLINEAR DYNAMIC ANALYSIS
• EVALUATION OF HIGHWAY UNDERSEALING PRACTICES OF PORTLAND CEMENT CONCRETE PAVEMENTS
• FACTORS AFFECTING CRACK WIDTH OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
• FIELD INVESTIGATIONS OF SELECTED STRATEGIES TO REDUCE REFLECTIVE CRACKING IN ASPHALT CONCRETE OVERLAYS CONSTRUCTED OVER EXISTING JOINTED CONCRETE PAVEMENTS
• FRAMEWORK FOR INCORPORATION OF SPALLING IN DESIGN OF CONCRETE PAVEMENTS
• INFLUENCE FUNCTION APPROACH TO ANALYSIS OF JOINTED PORTLAND CEMENT CONCRETE PAVEMENT
• LOADING AND CURLING STRESS MODELS FOR CONCRETE PAVEMENT DESIGN
• MECHANISTIC EVALUATION OF AASHTO FLEXIBLE PAVEMENT DESIGN EQUATIONS
• MECHANISTIC-EMPIRICAL RIGID PAVEMENT DESIGN FOR NEW YORK STATE
• MODELING PERFORMANCE OF HIGHWAY PAVEMENTS
• NEW PREDICTIVE MODELING TECHNIQUES FOR PAVEMENTS
• OPTIMIZING DESIGN STANDARDS FOR NEW PAVEMENTS USING HIGHWAY DESIGN AND MAINTENANCE STANDARDS MODEL (HDM-III)
• PAVEMENT THICKNESS VARIABILITY AND ITS EFFECT ON DETERMINATION OF MODULI AND REMAINING LIFE
• PERFORMANCE OF UNBONDED CONCRETE OVERLAY PROJECT IN CANADA
• RATIONAL APPROACH IN APPLYING RELIABILITY THEORY TO PAVEMENT STRUCTURAL DESIGN
• RELIABILITY IN PAVEMENT DESIGN: ISSUES, CONCEPTS, AND SIGNIFICANCE
• RELIABILITY IN PAVEMENT DESIGN? WHO'S KIDDING WHOM?
• SAWCUT DEPTH CONSIDERATIONS FOR JOINTED CONCRETE PAVEMENT BASED ON FRACTURE MECHANICS ANALYSIS
• SOIL-PROPERTY-BASED SUBGRADE RESILIENT MODULUS ESTIMATION FOR FLEXIBLE PAVEMENT DESIGN
• SPECIFIC ENERGY OF DAMAGE AS FRACTURE CRITERION FOR ASPHALTIC PAVEMENTS
• STRUCTURAL ANALYSIS OF UNBONDED CONCRETE OVERLAYS UNDER WHEEL AND ENVIRONMENTAL LOADS
• USE OF THREE-DIMENSIONAL, DYNAMIC, NONLINEAR ANALYSIS TO DEVELOP LOAD EQUIVALENCY FACTORS FOR COMPOSITE PAVEMENTS