00621595

Component

http://onlinepubs.trb.org...trr/1991/1307/1307-020.pdf

https://scholar.google.co...Hall&publication_year=1991

A study was conducted on the survival of asphalt concrete (AC) overlays on the Illinois Interstate highway system. Data were obtained from the Illinois Pavement Feedback System (IPFS) data base for 410 AC overlay construction sections placed on jointed reinforced and continuously reinforced concrete pavement (JRCP and CRCP) between 1964 and 1989. The overlays ranged in thickness from 1.5 to 6.0 in. Both in-service life and 18-kip equivalent single-axle loads (ESALs) carried to rehabilitation of the overlay were analyzed through the use of survival curves. The survival of the 213 AC overlays of JRCP sections is reported. The mean age and accumulated ESALs at the time of overlay rehabilitation were estimated for categories of overlay thickness (thin and thick) and portland cement concrete durability (with and without D cracking). The analysis indicated that each of the factors considered, along with traffic level, had a significant effect on the life of the overlays. Thick overlays lasted substantially longer and carried substantially more traffic than thin overlays on both D-cracked and non-D-cracked pavement. Both thin and thick overlays performed much better on pavements without D cracking than on pavements with D cracking.

This paper appears in Transportation Research Record No. 1307, Pavement Analysis, Design, Rehabilitation, and Environmental Factors 1991. 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

01407168

p. 180-187

1991

Transportation Research Record

0309051177

Figures (9) ; References (28) ; Tables (3)

Asphalt concrete; Axle load force; Concrete pavements; D cracking; Durability; Equivalent single axle loads; Overlays (Pavements); Pavement joints; Pavements; Performance evaluations; Reflection cracking; Resurfacing; Thickness; Traffic equivalence factor

Interstate Highway System

Illinois

Design; Highways; Maintenance and Preservation; Pavements; I22: Design of Pavements, Railways and Guideways; I23: Properties of Road Surfaces; I61: Equipment and Maintenance Methods

TRIS, TRB, ATRI

Apr 30 1992 12:00AM

• A RELIABLE RESILIENT MODULUS TESTING SYSTEM
• ANALYSIS OF THREE CONCRETE RESTORATION TECHNIQUES
• APPLICATION OF ASTM E1049-85 IN CALCULATING LOAD EQUIVALENCE FACTORS FROM IN SITU STRAINS
• BEHAVIOR OF A RIGID PAVEMENT UNDER MOVING DYNAMIC LOADS
• CALIFORNIA EXPERIENCE WITH CRACKING AND SEATING OF CONCRETE PAVEMENTS
• CASE STUDIES IN REHABILITAITON STRATEGY DEVELOPMENT
• COMPARISON AND REANALYSIS OF AASHO ROAD TEST RIGID PAVEMENT DATA
• CONCRETE PAVEMENT REHABILITATION AND OVERLAY: ONTARIO'S EXPERIENCE
• CONCRETE SLABS STABILIZED BY SUBSEALING: A PERFORMANCE REPORT
• CRACK AND SEAT PERFORMANCE
• CRACK MONITORING SYSTEM FOR CRACKED AND SEATED PCC PAVEMENTS
• DEVELOPMENT AND APPLICATION OF RANDOMNESS INDEX FOR CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
• DEVELOPMENT OF DRAINAGE COEFFICIENTS FOR THE 1986 AASHTO GUIDE FOR DESIGN OF PAVEMENT STRUCTURES
• DISTRIBUTIONS OF STRAIN COMPONENTS AND WORK WITHIN FLEXIBLE PAVEMENT STRUCTURES
• EFFECT OF A GEOTEXTILE ON WATER MIGRATION AND FROST HEAVE IN A LARGE-SCALE TEST BASIN
• EVALUATION OF LOUISIANA EXPERIMENTAL BASE PROJECT WITH VESYS
• EVALUATION OF TWO-LAYER PAVEMENTS USING DIMENSIONAL ANALYSIS
• FACTORS AFFECTING DETERIORATION OF TRANSVERSE CRACKS IN JOINTED REINFORCED CONCRETE PAVEMENTS
• FIELD TESTING OF A MODEL FOR WATER FLOW AND HEAT TRANSPORT IN VARIABLY SATURATED, VARIABLY FROZEN SOIL
• FIELD-CALIBRATED MECHANISTIC-EMPIRICAL MODELS FOR JOINTED CONCRETE PAVEMENTS
• LIFE-CYCLE COST ANALYSIS OF OHIO PAVEMENT REHABILITATION DEMONSTRATION PROJECTS
• MEASURING NEGATIVE PORE WATER PRESSURES IN A FREEZING ENVIRONMENT
• MODEL OF SLAB CRACKING FOR PORTLAND CEMENT CONCRETE PAVEMENTS
• MODEL TESTS FOR MOVING-LOAD EFFECTS ON PAVEMENTS
• PERFORMANCE OF FLEXIBLE PAVEMENTS
• PERMANENT DEFORMATION FOR FLEXIBLE AIRFIELD PAVEMENT DESIGN
• RATIONAL LOOK AT TRUCK AXLE WEIGHT
• RELATING CREEP TESTING TO RUTTING OF APSHALT CONCRETE MIXES
• SIMULATION OF CLIMATIC AND VEGETATION EFFECTS ON PAVEMENTS ON EXPANSIVE CLAYS
• TEMPERATURE AND SUCTION PROFILES BENEATH HIGHWAY PAVEMENTS: COMPUTED AND MEASURED
• THEORETICAL IMPLICATIONS OF THE AASHTO 1986 NONDESTRUCTIVE TESTING METHOD 2 FOR PAVEMENT EVALUATION
• TRUCK TIRE CHARACTERISTICS AND ASPHALT CONCRETE PAVEMENT RUTTING
• TWENTY-YEAR STUDY OF ASPHALT RUBBER PAVEMENTS IN PHOENIX, ARIZONA
• WAVE MODEL OF MAT FOUNDATION MOVEMENT ON EXPANSIVE CLAYS (ABRIDGMENT)