Abstract

The aggregate gradations specified by the Indiana Department of Transportation (INDOT) differ from those of the American Association of State Highway and Transportation Officials (AASHTO). Preliminary discussions suggest that adopting AASHTO standard gradation sizes could provide national alignment and simplify production for those operating in multiple states and supplying projects not subject to INDOT specifications. A comprehensive study was performed to evaluate the current INDOT specifications for coarse and fine aggregate gradations and to assess the potential impacts and feasibility of adopting AASHTO-specified gradations. A comparative analysis of INDOT gradations against AASHTO, ASTM International (ASTM), and those of neighboring states (Ohio, Illinois, Kentucky, and Michigan) was performed. Specifically, the study examined gradations used in concrete, asphalt, and unbound applications. Additionally, surveys and interviews were conducted with industry stakeholders (e.g., producers, contractors, and engineers) in the aggregate, concrete, and asphalt sectors to gain further insight. Results showed that AASHTO offers gradations similar to those currently used by INDOT. Industry stakeholders indicated that transitioning to AASHTO could provide uniform standards with neighboring states and other entities (e.g., ASTM, Federal Aviation Administration), generate economic benefits, improve production consistency, and enhance operational efficiency. Concrete and asphalt stakeholders suggested that adopting these gradations could provide greater flexibility for designing and optimizing mixtures. To shift to aggregate gradations specified by AASHTO, it is advisable to create a comprehensive, multistep plan to reduce disruptions to ongoing projects and the operational processes of industry stakeholders.

Keywords

aggregate gradation, INDOT, AASHTO, ASTM, mixture optimization, concrete pavements, asphalt pavements

Report Number

FHWA/IN/JTRP-2026/19

SPR Number

4914

Performing Organization

Joint Transportation Research Program

Publisher Place

West Lafayette, Indiana

Date of Version

2026

DOI

10.5703/1288284318648

SPR-4914 Technical Summary.pdf (1618 kB)
SPR-4914 Technical Summary

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