01025665

Component

https://doi.org/10.3141/1946-16

http://scholar.google.com...aher&publication_year=2006

This research project explored the implementation of the Superpave® mixture design system for use on low-volume roads in New Jersey by comparing them with well-performing Marshall mixtures. The research used a reverse-engineering approach to examine mixture blend gradations, volumetric properties, performance, and durability of well-performing Marshall mixtures compared with Superpave mixtures for low-traffic-level applications. In addition, the research evaluated the number of gyrations needed to produce equivalent air voids to the well-performing Marshall mixtures in the Superpave gyratory compactor. The gradations of the fine-graded Marshall mixtures from four suppliers were used to develop corresponding Superpave mixtures in the lab. The comparison of the Superpave and Marshall mixtures showed that they had similar volumetric, rutting, fatigue, permeability, and average asphalt binder thickness characteristics. The research also established relationships between Gsb or Gmm and the number of gyrations needed to reach air void levels similar to the Marshall mixtures.

01031140

English

0000-0001-9083-9317

pp 139-146

2006

Transportation Research Record: Journal of the Transportation Research Board

0309099544

Print

Figures (6) ; References (5) ; Tables (8)

Air voids; Axle load force; Fatigue (Mechanics); Hot mix asphalt; Low volume roads; Mix design; Permeability; Rutting; Superpave

Comparative analysis; Gyratory compactors; Marshall mixes

New Jersey

Construction; Design; Highways; Materials; Pavements; I22: Design of Pavements, Railways and Guideways; I31: Bituminous Binders and Materials; I52: Construction of Pavements and Surfacings

PRP, TRIS, TRB, ATRI

Mar 3 2006 10:38AM

• Accuracy and Precision of Typical Quality Measures
• Comparative Analysis of Field Permeability Testing of Compacted Hot-Mix Ashpalt Pavements: Using Air and Water Permeameters
• Estimating Percent Within Limits for Skewed Populations
• Evaluating Specification Limits
• Evaluation of the Effect of Sampling Location on Laboratory-Measured Quality Control Parameters
• Field Trial of Infrared Joint Heater to Improve Longitudinal Joint Performance in New Hampshire
• Finite Difference Modeling of Misaligned Dowel Bars and Their Effects on Joint Performance
• Mathematical Modeling Procedures for Performance-Related Specifications
• Probabilistic Procedure for Analyzing Construction Pay Adjustment Systems
• Quality Assurance of Hot-Mix Asphalt: Comparison of Contractor Quality Control and Georgia Department of Transportation Data
• Quantification of Risk Cost Associated with Short-Term Warranty-Based Specifications for Pavements
• Quantity-Based Approach to Preliminary Cost Estimates for Highway Projects
• Rational Estimation of Construction Impact on Pavement Performance
• Sample Size Requirements for Seismic and Traditional Testing of Concrete Pavement Strength
• Seismic Testing to Determine Quality of Hot-Mix Asphalt
• Thermal Imaging of Hot-Mix Asphalt Paving Projects in Connecticut
• Thermal Imaging of Hot-Mix Paving Operations for Quality Assessment: State of the Practice in Texas
• Visually Improving Construction Contract Administration