00743201

Component

https://doi.org/10.3141/1592-05

http://scholar.google.com...pert&publication_year=1997

Agencies have collected data for pavement management for many years now. These data have been used primarily to develop short- and long-range rehabilitation programs. Another valuable use of these data is improvements to engineering procedures. The Illinois Pavement Feedback System (IPFS) is a comprehensive inventory and monitoring system that was designed in 1984 to provide data for both programming and engineering uses. Over the past 10 years many engineering issues have been addressed through the use of these data. IPFS data were used to provide feedback to designers and administrators on the design of new (or original) pavements and on overlay designs. Results from a survival analysis of thousands of kilometers of original jointed reinforced concrete pavement (JRCP), continuously reinforced concrete pavement and hot-mix asphalt concrete pavements and asphalt concrete (AC) overlays of these pavements were used. Key results relate to performance variability (a wide range of performance was found for identical designs) and thus the need for a design reliability greater than 50%, the expected pavement in-service life in terms of both age and traffic [equivalent single axle loads (ESALs)] of each pavement type and overlays (for example, the mean life of JRCP was 24.1 years and 16.6 million ESALs and the mean life of the first thick AC overlay was 14.5 years and 23 million ESALs), the effect of overlay design thickness, and the effect of concrete material durability (D cracking reduced ESALs carried by 50%).

This paper appears in Transportation Research Record No. 1592, Pavement Management and Performance.

English

p. 35-45

1997

Transportation Research Record

0309061660

Figures (7) ; References (5) ; Tables (3)

Axle load force; Bituminous overlays; Computer programming; Concrete pavements; Continuously reinforced concrete pavements; Durability; Engineering; Equivalent single axle loads; Hot mix asphalt; Pavement design; Pavement joints; Pavement management systems; Pavement performance; Reliability; Service life; Thickness; Traffic equivalence factor; Variables

Data; Programming

Illinois

Illinois

Design; Highways; Pavements; I22: Design of Pavements, Railways and Guideways; I23: Properties of Road Surfaces

TRIS, TRB, ATRI

Nov 24 1997 12:00AM

• ADVANCEMENTS IN PAVEMENT MANAGEMENT ACTIVITIES OF ILLINOIS DEPARTMENT OF TRANSPORTATION
• ALGORITHM FOR DETERMINING WEIGHT FACTORS OF PAVEMENT DISTRESS INDEX
• ASSESSMENT OF LONG-TERM PAVEMENT PERFORMANCE PROGRAM MANUAL DISTRESS DATA VARIABILITY: BIAS AND PRECISION
• CAPABILITIES OF MULTIMEDIA PAVEMENT DISTRESS IDENTIFICATION TRAINING
• COST-EFFECTIVENESS-BASED PRIORITY PROGRAMMING OF STANDARDIZED PAVEMENT MAINTENANCE
• ESTABLISHING NATIONAL DISTRIBUTED NETWORK FOR LONG-TERM PAVEMENT PERFORMANCE INFORMATION MANAGEMENT SYSTEM
• EVALUATION OF LONG-TERM PAVEMENT PERFORMANCE DATA USING HDM-III PROBABILISTIC FAILURE-TIME MODELS FOR CRACK INITIATION IN BITUMINOUS PAVEMENTS
• EVALUATION OF PANEL CHARACTERISTICS AND USER-BASED PAVEMENT SERVICEABILITY
• EXPERT PROJECT RECOMMENDATION PROCEDURE FOR ARIZONA DEPARTMENT OF TRANSPORTATION'S PAVEMENT MANAGEMENT SYSTEM
• GEOGRAPHIC INFORMATION SYSTEM APPLIED TO PAVEMENT EVALUATION BY VIDEO-LASER ROAD SURFACE TESTER MULTIFUNCTION DEVICE
• GLOBAL POSITIONING SYSTEM WITH AN ATTITUDE: METHOD FOR COLLECTING ROADWAY GRADE AND SUPERELEVATION DATA
• GOAL-ORIENTED OPTIMIZATION PROCEDURE FOR LONG-TERM HIGHWAY INVESTMENT PLANNING
• INVESTIGATION OF RELATIONSHIP BETWEEN DETERMINISTIC AND PROBABILISTIC PREDICTION MODELS IN PAVEMENT MANAGEMENT
• LONG-TERM NETWORK PERFORMANCE: FUNCTION OF PAVEMENT MANAGEMENT SYSTEM MAINTENANCE SELECTION POLICY
• METHODOLOGY FOR DEVELOPING GENERIC PERFORMANCE CURVES FOR FLEXIBLE PAVEMENTS IN PUERTO RICO USING CLUSTERING TECHNIQUES
• NORTH CAROLINA'S EXPERIENCE IN DEVELOPMENT OF PAVEMENT PERFORMANCE PREDICTION AND MODELING
• PREDICTION OF HIGHWAY PERFORMANCE MONITORING SYSTEM'S PRESENT SERVICEABILITY RATING FOR LOCAL AGENCIES USING SAN FRANCISCO BAY AREA PAVEMENT MANAGEMENT SYSTEM
• ROUGHNESS LEVEL PROBABILITY PREDICTION USING ARTIFICIAL NEURAL NETWORKS
• UNIVERSAL PAVEMENT DISTRESS EVALUATOR BASED ON FUZZY SETS