00984561

Component

https://doi.org/10.3141/1891-08

http://scholar.google.com...Page&publication_year=2004

The laboratory testing procedures currently available for testing hot-mix asphalt moisture susceptibility all evaluate the effects of moisture damage in the laboratory by measuring the relative change of a single parameter before and after conditioning (i.e., tensile strength ratio, resilient modulus ratio). The use of a single parameter to evaluate moisture damage must be questioned. Instead, a single unified framework that accounts for changes in key mixture properties is needed to evaluate the effects of moisture damage in mixtures effectively. The use of a new performance-based fracture parameter, the energy ratio (ER), for quantifying the effects of moisture damage on the fracture resistance of mixtures is evaluated here. ER is used to determine the effects of moisture damage on changes in the fracture resistance of six granite mixtures prepared with and without the use of an antistripping additive. The granite aggregate used is a known stripping aggregate. In addition, one limestone mixture with a known high resistance to stripping was used. The results indicate that not only is the ER capable of detecting the effects of moisture damage on the fracture resistance of mixtures, it is also shown to detect the presence of antistripping agents in mixtures. Results indicate that the ER may form the basis of a promising combined performance-based fracture criterion for evaluating the effects of moisture damage in mixtures as well as the overall resistance to fracture.

This paper appears in Transportation Research Record No. 1891, Bituminous Paving Mixtures 2004.

00984553

English

p. 55-61

2004

Transportation Research Record

0309094852

Figures (7) ; References (19) ; Tables (4)

Antistrip additives; Asphalt mixtures; Fracture properties; Granite; Hot mix asphalt; Laboratory tests; Limestone aggregates; Performance tests

Energy ratio; Moisture susceptibility

Highways; Materials; I31: Bituminous Binders and Materials

TRIS, TRB, ATRI

Jan 14 2005 12:00AM

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• ANALYSIS OF TEMPERATURE DATA FOR THE NATIONAL CENTER FOR ASPHALT TECHNOLOGY TEST TRACK
• APPLICATION OF GENETIC ALGORITHM IN ASPHALT PAVEMENT DESIGN
• BENEFITS OF WARRANTIES TO INDIANA
• COMPARISON OF FALLING-HEAD AND CONSTANT-HEAD TECHNIQUES: ESTIMATING FIELD PERMEABILITY OF HOT-MIX ASPHALT PAVEMENTS
• DETERMINING AIR VOIDS CONTENT OF COMPACTED STONE MATRIX ASPHALT MIXTURES
• DYNAMIC MODULUS TESTING OF ASPHALT CONCRETE IN INDIRECT TENSION MODE
• EFFECT OF DIFFERENT AXLE CONFIGURATIONS ON FATIGUE LIFE OF ASPHALT CONCRETE MIXTURE
• EFFECT OF SUPERPAVE DEFINED RESTRICTED ZONE ON HOT-MIX ASPHALT PERFORMANCE
• EFFECTS OF MOISTURE DAMAGE ON MATERIAL PROPERTIES AND FATIGUE RESISTANCE OF ASPHALT MIXTURES
• EVALUATION OF MOISTURE SENSITIVITY OF BITUMINOUS MIXTURES BY A COMPLEX MODULUS APPROACH
• EVALUATION OF SIMPLE PERFORMANCE TESTS ON HOT-MIX ASPHALT MIXTURES FROM SOUTH CENTRAL UNITED STATES
• EVALUATION OF THE DYNAMIC ANGLE VALIDATOR
• EVALUATION OF USE OF SYNTHETIC LIGHTWEIGHT AGGREGATE IN HOT-MIX ASPHALT
• FIELD AND LABORATORY INVESTIGATION OF PERMEABLE ASPHALT MIXES ON GEORGIA HIGHWAYS
• FIELD AND LABORATORY PERFORMANCE OF SUPERPAVE MIXTURES IN NEVADA
• IMPLICATIONS OF EXPERIMENTAL MEASUREMENTS AND ANALYSES OF THE INTERNAL STRUCTURE OF HOT-MIX ASPHALT
• LABORATORY PERFORMANCE TESTING OF OPEN-GRADED FRICTION COURSE MIXTURES
• MEASUREMENT OF ACOUSTICAL AND MECHANICAL PROPERTIES OF POROUS ROAD SURFACES AND TIRE AND ROAD NOISE
• MODEL FOR PREDICTING DAMAGE EVOLUTION IN HETEROGENEOUS VISCOELASTIC ASPHALTIC MIXTURES
• REDUCED CONFINED DYNAMIC MODULUS TESTING PROTOCOL FOR ASPHALT MIXTURES
• RESULTS OF INTEGRATING SIMPLE PERFORMANCE TESTS AND ENVIRONMENTAL CONDITIONING SYSTEM
• RUGGEDNESS EVALUATION OF THE DYNAMIC ANGLE VALIDATION KIT FOR SUPERPAVE GYRATORY COMPACTORS
• VARIABILITY OF AIR VOIDS AND MECHANISTIC PROPERTIES OF PLANT-PRODUCED ASPHALT MIXTURES (WITH DISCUSSION AND CLOSURE)
• VERIFICATION OF VOIDS IN COARSE AGGREGATE TESTING: DETERMINING STONE-ON-STONE CONTACT OF HOT-MIX ASPHALT MIXTURES
• WORKABILITY OF HOT-MIX ASPHALT