Evaluating Field Performance: Case Study Including Hot Mix Asphalt Performance-Related Specifications-Reference-Cited by-同舟云学术

Evaluating Field Performance: Case Study Including Hot Mix Asphalt Performance-Related Specifications

Published:2004-03 Issue:2 Volume:130 Page:251-260
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Hand Adam J.¹,Martin Amy Epps²,Sebaaly Peter E.³,Weitzel Dean⁴

Affiliation:

1. Quality Systems Engineer, Granite Construction Inc., 1900 Glendale Ave., Sparks, NV 89431.

2. Assistant Professor, Texas A&M Univ., Dept. of Civil Engineering, CE/TTI Building, Room 503F, College Station, TX 77843-3136.

3. Professor, Univ. of Nevada Reno, College of Engineering/257, Reno, NV 89557.

4. Chief Materials Engineer, Nevada Dept. of Transportation, 1263 S. Stewart St., Carson City, NV 89712.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282004%29130%3A2%28251%29

Reference18 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (2002). “2002 design guide.” 〈http://www.2002designguide.com/〉.

2. Cominsky R. J. Killingsworth B. M. Anderson R. M. Anderson D. A. and Crockford W. W. (1998). “Quality control and acceptance of Superpave-designed hot mix asphalt.” NCHRP Rep. 409 Transportation Research Board Washington D.C.

3. Eisenmann J. and Hilmer A. (1987). “Influence of wheel load and inflation pressure on the rutting effect at asphalt-pavements—experiments and theoretical investigations.” Proc. 6th Int. Conf. on the Structural Design of Asphalt Pavements International Society for Asphalt Pavements Ann Arbor Mich. 1 392–403.

4. A comparison of HMA field performance and laboratory volumetric sensitivities.;Epps A.;J. Assoc. Asphalt Pavement Technol.,2001

5. Epps J. A. Hand A. J. and Sebaaly P. E. (2000a). “Subgrade base course and hot mix asphalt construction variability.” WesTrack Technical Rep. No. UNR-29 National Cooperative Highway Research Program Washington D.C.

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