Laboratory Evaluation of Warm-Mix Asphalt Open-Graded Friction Courses. Issue 10 (October 2022)

• Record Type: Journal Article
• Authors: Abohamer, Hossam; Elseifi, Mostafa A.; Mayeux, Corey; Cooper, Samuel B.; Cooper, Samuel
• Is Part Of: Transportation research record. Volume 2676:Issue 10(2022)
• Page Start: 507
• Page End: 519
• Publication Date: 2022-10
• Subjects: infrastructure -- materials -- asphalt materials -- selection -- and mix design -- asphalt mixture additives -- open graded asphalt mixtures -- warm mix asphalt; Transportation -- Periodicals; Roads; Transport -- Périodiques; Routes -- Périodiques; Routes -- Conception et construction -- Périodiques; Roads; Transportation; 388.05
• DOI: 10.1177/03611981221090239
• Languages: English
• ISSNs: 0361-1981

Abstract

This study aimed at evaluating the laboratory performance and physical characteristics of warm-mix asphalt (WMA) open-graded friction course (OGFC) mixes prepared with three warm-mix additives (two chemical additives and an organic additive). To achieve this objective, four mixes were prepared including a control mix (CM) prepared with a PG 76-22 binder and two sources of aggregate (i.e., # 78 limestone and # 67 sandstone). Air voids and coefficient of permeability ( k ) were used to evaluate the functionality of the OGFC mixes. In relation to constructability, the compaction energy index was used to compare the required compaction effort during construction. Furthermore, the Cantabro test, Hamburg wheel-tracking test, Texas overlay test, Modified Lottman, and boil tests were conducted to evaluate durability, permanent deformation, cracking, and moisture-damage resistances of the evaluated mixes. Results indicated that the use of WMA technologies enhanced OGFC durability and performance. Among the evaluated mixes, the organic additive-OGFC met all Louisiana Department of Transportation and Development and NCHRP 01-55 requirements, as it notably enhanced OGFC durability, cracking, and moisture-damage resistance. Furthermore, the use of WMA notably reduced the required compaction effort and mixing temperature needed during production and construction as compared with the CM.