00731115

Component

https://doi.org/10.3141/1545-15

http://scholar.google.com...nick&publication_year=1996

A study was carried out to evaluate the potential of using hot in-place recycling (HIR) as a rehabilitation alternative in Oregon. Data from six Oregon Department of Transportation HIR projects constructed in 1992-1993 were analyzed. The construction equipment, pavement properties, project selection, mix design, and resulting performance are summarized and presented. Only one HIR project was successful in rejuvenating the pavement and restoring ride quality. Of particular interest are the problems encountered in the other projects, which are discussed and show the importance of preliminary engineering and project selection for successful HIR. The lessons learned from the six projects are used as guidelines for selecting suitable candidate pavements for HIR. The results from the HIR projects combined with a literature review and limited laboratory testing led to a recommended HIR mix design procedure. Significant findings include the following: (a) HIR is a developing technology that shows promise for properly selected projects, (b) project selection is the most critical step in the HIR process, and (c) critical mix design inputs come from testing in situ pavement properties and laboratory specimens remolded with rejuvenating agent added.

This paper appears in Transportation Research Record No. 1545, Asphalt Pavement Surfaces and Asphalt Mixtures.

English

p. 113-119

1996

Transportation Research Record

030905916X

Figures (3) ; References (3) ; Tables (3)

Asphalt pavements; Construction equipment; Field tests; Hot in-place recycling; Mix design; Pavement performance; Problem identification; Recycling; Ride quality

Project selection; Rejuvenation; Restoration

Oregon

Highways; Maintenance and Preservation; I61: Equipment and Maintenance Methods

TRIS, TRB

Feb 3 1997 12:00AM

• ANALYSIS OF THERMAL FATIGUE DISTRESS OF ASPHALT CONCRETE PAVEMENTS
• CHARACTERIZING PROPERTIES OF ASPHALT CEMENT AT COLD TEMPERATURES
• COMPARATIVE FIELD EVALUATION OF SHALE OIL-MODIFIED ASPHALT WITH POLYMER-MODIFIED ASPHALTS
• COMPLEX MODULUS TESTING OF ASPHALTIC CONCRETE: RILEM INTERLABORATORY TEST PROGRAM
• DEVELOPMENT AND EVALUATION OF DYNAMIC FLEXURAL BEAM FATIGUE TEST SYSTEM
• DYNAMIC PROPERTIES OF FIBER-MODIFIED OVERLAY MIXTURE
• EFFECT OF SPECIMEN SIZE ON COMPACTION AND VOLUMETRIC PROPERTIES IN GYRATORY COMPACTED HOT-MIX ASPHALT CONCRETE SPECIMENS
• EVALUATION AND IMPLEMENTATION OF AUTOMATED PROFILOGRAM REDUCTION SYSTEM: APPARE (WITH DISCUSSION AND CLOSURE)
• EVALUATION OF SURFACE TREATMENT PRACTICES IN UNITED STATES
• FIELD VALIDATION OF THERMAL STRESS RESTRAINED SPECIMEN TEST: SIX CASE HISTORIES
• INITIAL IMPROVEMENT IN RIDE QUALITY OF JOINTED, PLAIN CONCRETE PAVEMENT WITH MICROSURFACING: CASE STUDY
• MINIMUM VOIDS IN MINERAL AGGREGATE IN HOT-MIX ASPHALT BASED ON GRADATION AND VOLUMETRIC PROPERTIES
• MODIFIED COLD IN-PLACE ASPHALT RECYCLING
• POLYMER-MODIFIED ASPHALT PAVEMENTS IN ONTARIO: PERFORMANCE AND COST-EFFECTIVENESS
• PREDICTION OF ASPHALT CEMENT CONTENT OF COMPACTED HOT-MIX ASPHALT SPECIMENS USING NUCLEAR GAUGES
• PREDICTION OF LOW-TEMPERATURE CRACKING OF ASPHALT CONCRETE MIXTURES WITH THERMAL STRESS RESTRAINED SPECIMEN TEST RESULTS
• SKIDDING CHARACTERISTICS OF PAVEMENT SURFACES INCORPORATING STEEL SLAG AGGREGATES
• STRUCTURAL ANALYSIS OF AGGREGATE BLENDS USING STRATEGIC HIGHWAY RESEARCH PROGRAM GYRATORY COMPACTOR
• SUPERPAVE MODELS: PREDICTING PERFORMANCE DURING DESIGN AND CONSTRUCTION
• TWENTY-FIVE YEARS OF PAVEMENT SMOOTHNESS SPECIFICATIONS IN GEORGIA
• USE OF GEORGIA LOADED WHEEL TESTER TO EVALUATE RUTTING OF ASPHALT SAMPLES PREPARED BY SUPERPAVE GYRATORY COMPACTOR