00780242

Component

https://doi.org/10.3141/1684-21

http://scholar.google.com...ttle&publication_year=1999

A general definition of hot in-place recycling (HIPR) is provided. The three basic types of HIPR, including multiple-pass and single-pass operations, are described briefly, and their benefits and shortcomings are discussed. Reasons for using HIPR as a tool for rehabilitation of asphalt pavements, along with its limitations, are summarized. The types of pavements that are suitable candidates for HIPR are addressed. Significant results from a telephone survey, conducted in 1992 to determine the extent of HIPR use by state departments of transportation, are discussed. Current HIPR asphalt mixture design philosophy and procedures are summarized. The need for uniform mixture design procedures, construction specifications, and construction guidelines is indicated. Performance of HIPR pavements relative to conventional new overlays is discussed in terms of correcting pavement surface distress, serviceability, structural value, comparative cost, and energy savings. It is pointed out that considerable research is needed to furnish the paving industry with appropriate mixture design procedures (particularly with regard to sample curing), materials and construction specifications, and general construction guidelines.

This paper appears in Transportation Research Record No. 1684, Issues in the Design of New and Rehabilitated Pavements.

English

p. 178-185

1999

Transportation Research Record

0309071097

References (32) ; Tables (2)

Bituminous pavements; Construction; Hot in-place recycling; Hot mix asphalt; Mix design; Pavement performance; Recycling; Rehabilitation; Specifications; State departments of transportation; Surveys

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

TRIS, TRB, ATRI

Dec 13 1999 12:00AM

• ARTIFICIAL NEURAL NETWORKS FOR ANALYZING CONCRETE AIRFIELD PAVEMENTS SERVING THE BOEING B-777 AIRCRAFT
• CHARACTERIZING SEASONAL VARIATIONS IN FLEXIBLE PAVEMENT MATERIAL PROPERTIES
• CONSIDERATIONS FOR HIGH-PERFORMANCE CONCRETE PAVING: RECOMMENDATIONS FROM 20 YEARS OF FIELD EXPERIENCE IN TEXAS
• CONTROLLING EARLY-AGE CRACKING IN CONTINUOUSLY REINFORCED CONCRETE PAVEMENT: OBSERVATIONS FROM 12 YEARS OF MONITORING EXPERIMENTAL TEST SECTIONS IN HOUSTON, TEXAS
• COST-EFFECTIVE REHABILITATION OF PORTLAND CEMENT CONCRETE PAVEMENT IN NEVADA
• DEVELOPMENT OF PERFORMANCE MODELS BASED ON DEPARTMENT OF TRANSPORTATION PAVEMENT MANAGEMENT SYSTEM DATA
• EFFECT OF STATIC AND FATIGUE CRACKING ON CONCRETE STRAIN MEASUREMENTS
• EVALUATION OF RIGID PAVEMENT JOINT SEAL MOVEMENT
• EXPERIMENTAL COLD IN-PLACE RECYCLING WITH HYDRATED LIME
• EXPERIMENTAL VERIFICATION OF RIGID PAVEMENT JOINT LOAD TRANSFER MODELING WITH EVERFE
• FATIGUE AND STATIC TESTING OF CONCRETE SLABS
• FIELD PERFORMANCE OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENT IN ILLINOIS
• FULL-DEPTH RECLAMATION PROCESS
• HOT-MIX ASPHALT OVERLAY DESIGN CONCEPTS FOR RUBBLIZED PORTLAND CEMENT CONCRETE PAVEMENTS
• LOAD-EQUIVALENCY FACTORS BASED ON EXTENDED CALIFORNIA BEARING RATIO METHOD
• LONGEVITY OF DIAMOND-GROUND CONCRETE PAVEMENTS
• MECHANISTIC REAPPRAISAL OF THE CURRENT DESIGN METHODOLOGY FOR RIGID AIRFIELD PAVEMENTS
• REHABILITATION PERFORMANCE PREDICTION MODELS FOR CONCRETE PAVEMENTS
• RELATION OF FIELD CRACKING TO LAYER STIFFNESS OF COLD IN SITU RECYCLED MATERIALS
• RESISTANCE OF STEEP CONCRETE BLOCK PAVEMENTS TO HIGH-VELOCITY WATER FLOW
• RUBBLIZATION OF CONCRETE PAVEMENTS
• STRUCTURAL ADEQUACY OF RUBBLIZED PORTLAND CEMENT CONCRETE PAVEMENT
• STUDY OF A METHOD FOR ANALYZING THE MECHANICAL BEHAVIOR OF COMPOSITE PAVEMENT
• TEN-YEAR PERFORMANCE REVIEW OF IN SITU HOT-MIX RECYCLING IN ONTARIO
• WESTERGAARD CURLING SOLUTION RECONSIDERED