00348697

Component

http://onlinepubs.trb.org...s/trr/1981/821/821-003.pdf

https://scholar.google.co...upin&publication_year=1981

An investigation of several bituminous concrete pavements on the Interstate system that experienced failures suspected to have been caused by stripping is reported. On two of the pavements, the degree of deterioration and potential serviceability was determined from the indirect tensile strength of cores and Dynaflect test results. Recommendations based on the investigation have resulted in repairs that are believed to be best suited to each situation. An emulsion mix design was developed for stripped bituminous concrete removed from a project with the expectation that it could be used as a surface mix on a highway with a low volume of traffic; however, because of risks involving performance, it was recommended for use as a base course. Resurfacing on a project that had experienced stripping failure is being monitored, and its performance is being evaluated. (Author)

Publication of this paper sponsored by Committee on Characteristics of Bituminous Paving Mixtures to Meet Structural Requirements. 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

01411629

pp 12-16

1981

Transportation Research Record

60th Annual Meeting of the Transportation Research Board

0309032638

Print

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

Asphalt concrete; Base course (Pavements); Bituminous pavements; Dynaflect; Emulsified asphalt; Loss and damage; Mix design; Pavements; Repairing; Resurfacing; Stripping (Pavements); Tension tests; Water; Wet weather

Indirect tensile test; Repairs; Wet pavements

Construction; Highways; Maintenance and Preservation; Pavements; I23: Properties of Road Surfaces

TRIS, TRB

Jun 30 1982 12:00AM

• ASPHALT MIXTURES: COMPARATIVE ANALYSIS OF CHARACTERIZATION FOR DESIGN
• BEHAVIOR AND REPAIR OF DETERIORATED REINFORCED CONCRETE BEAMS
• CHARACTERISTICS AND PERFORMANCE OF ASPHALT-RUBBER MATERIAL CONTAINING A BLEND OF RECLAIM AND CRUMB RUBBER
• DESIGN FOR MINIMIZING DETRIMENTAL VIBRATIONS FROM CONSTRUCTION BLASTS
• DEVELOPMENT OF A CONSTRUCTION PRICE INDEX FOR MAJOR PUBLIC TRANSIT INVESTMENT PLANNING
• DEVELOPMENT OF AN IMPROVED AUTOMATED NUCLEAR BACKSCATTER GAGE
• EFFECT OF AGGREGATE TOP SIZE ON ASPHALT EMULSION MIXTURE PROPERTIES
• MAGNITUDE OF HORIZONTAL MOVEMENT IN JOINTED CONCRETE PAVEMENTS
• MODIFICATION OF PAVING ASPHALTS BY DIGESTION WITH SCRAP RUBBER
• NONDESTRUCTIVE MONITORING OF CHLORIDE IN BRIDGE DECKS WITH A MOBILE NEUTRON-GAMMA SPECTROMETER
• OVERVIEW OF PAY-ADJUSTMENT FACTORS FOR ASPHALT CONCRETE MIXTURES
• PERFORMANCE COMPARISON BETWEEN A CONVENTIONAL OVERLAY AND A HEATER-SCARIFICATION OVERLAY
• PERFORMANCE OF OPEN-GRADED ASPHALTIC CONCRETE FRICTION COURSES IN ARIZONA
• RATIONAL APPROACH TO DESIGN OF BITUMINOUS STOCKPILE PATCHING MIXTURES
• REPAIR OF TORSIONALLY INADEQUATE CONCRETE BEAMS BY USE OF ADHESIVELY BONDED PLATES (ABRIDGMENT)
• TEXTURING OF CEMENT CONCRETE PAVEMENTS BY CHIP SPRINKLING THE FRESH CONCRETE