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876. 2014-10

Implementation of Performance-Based Specifications for Asphalt Mix Design and Production Quality Control for New Jersey

Transportation Research Circular, Issue E-C189, pp 13-31

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877. 2014-10

Performance-Based Specifications: California Experience to Date

Transportation Research Circular, Issue E-C189, pp 1-12

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878. 2014-10

Development and Validation of Performance-Based Specifications for High-Performance Thin Overlay Mix

Transportation Research Circular, Issue E-C189, pp 52-68

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879. 2014-10

Implementation of a Performance-Based Mix Design System in Texas

Transportation Research Circular, Issue E-C189, pp 32-50

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880. 2014-10

Application of Asphalt Mix Performance-Based Specifications. Papers Presented at the 93rd Annual Meeting of the Transportation Research Board, January 14, 2014, Washington, D.C.

Transportation Research Circular, Issue E-C189, 78p

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881. 2014-10

Precision Estimates of AASHTO T 324, “Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt (HMA)”

NCHRP Research Results Digest, Issue 390, 50p

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882. 2014-10

Hot Recycling in the Netherlands

Transportation Research Circular, Issue E-C188, pp 28-41

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883. 2014-10

Current Status of Reclaimed Asphalt Pavement Application in the United States

Transportation Research Circular, Issue E-C188, pp 3-16

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884. 2014-10

Application of Reclaimed Asphalt Pavement and Recycled Asphalt Shingles in Hot-Mix Asphalt: National and International Perspectives on Current Practice. Papers from a Workshop, January 12, 2014, Washington, D.C.

Transportation Research Circular, Issue E-C188, 78p

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885. 2014-10

Recent Advances in Field Evaluation of RAP in the United States

Transportation Research Circular, Issue E-C188, pp 17-27

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886. 2014-09

Impact of Mix Design on Asphalt Pavement Durability

Transportation Research Circular, Issue E-C186, pp 1-17

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887. 2014-09

Optimization of Tack Coat for Hot-Mix Asphalt Placement

Transportation Research Circular, Issue E-C186, pp 35-49

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888. 2014-09

Implementation of Performance-Based Mixture Designs to Enhance the Durability of Asphalt Pavements in New Jersey

Transportation Research Circular, Issue E-C186, pp 50-65

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889. 2014-09

Use of Models to Enhance the Durability of Asphalt Pavements

Transportation Research Circular, Issue E-C186, pp 18-34

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890. 2014-09

Enhancing the Durability of Asphalt Pavements: Papers from a Workshop

Transportation Research Circular, Issue E-C186, 76p

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891. 2014-01

Asphalt Emulsion Residue Recovery Update

Transportation Research Circular, Issue E-C182, pp 8-12

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892. 2014-01

Techniques for Accelerating Recovery of Asphalt Emulsion Residues at 60°C by Using Thin Film Procedures and Test Methods Suited to the Limited Amount of Residue Obtained to Characterize the Recovered Binder

Transportation Research Circular, Issue E-C182, pp 90-114

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893. 2014-01

Development of a More Rational System for Selecting Emulsions for Surface Treatments

Transportation Research Circular, Issue E-C182, pp 20-37

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894. 2014-01

Performance Evaluation of Chip Seals

Transportation Research Circular, Issue E-C182, pp 38-67

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895. 2014-01

Field Sampling and Testing of Death Valley Chip Seal Emulsion Residue: A Case Study

Transportation Research Circular, Issue E-C182, pp 68-89

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896. 2014-01

Progress Toward Performance-Graded Emulsified Asphalt Specifications

Transportation Research Circular, Issue E-C182, 124p

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897. 2014-01

Development of New Viscosity and Residue Recovery Standards at ASTM International

Transportation Research Circular, Issue E-C182, pp 13-19

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898. 2014-01

Workshop Overview

Transportation Research Circular, Issue E-C182, pp 1-7

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899. 2014

Moisture Susceptibility Evaluation of Nanosize Hydrated Lime-Modified Asphalt–Aggregate Systems Based on Surface Free Energy Concept

Transportation Research Record: Journal of the Transportation Research Board, Issue 2446, pp 52–59

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900. 2014

Performance-Based Moisture Susceptibility Evaluation of Warm-Mix Asphalt Concrete Through Laboratory Tests

Transportation Research Record: Journal of the Transportation Research Board, Issue 2446, pp 17–28

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