Review of Improved Subgrade and Stabilized Subbases to Evaluate Performance of Concrete Pavements

Qamhia, Issam I. A.; Tutumluer, Erol

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https://hdl.handle.net/2142/110003 Copy

Description

Title

Review of Improved Subgrade and Stabilized Subbases to Evaluate Performance of Concrete Pavements

Author(s)

• Qamhia, Issam I. A.
• Tutumluer, Erol

Issue Date

2021-05

Keyword(s)

• Concrete Pavements
• Daylighted Subbase
• Granular Subbase
• Geotextile
• Separation
• Filtration
• Stability
• Drainability
• Durability
• Aggregate Quality

Abstract

This report presents findings on the evaluation of foundation layers under concrete pavements in the state of Illinois. It also provides recommendations and scenarios where unbound granular layers can be safely used under concrete pavements as economical and well-performing subbase layers. The current practice and mechanistic design methods for constructing concrete pavements in Illinois was first evaluated, including historical studies that led to the current design procedures and policies. The performance of concrete pavements with unbound granular layers in Illinois were then evaluated, and several case studies of well-performing concrete pavements with granular subbases, high traffic levels, and low distress levels and severity were realized. Next, the practices of surrounding states were evaluated, and several Midwest states, i.e., Wisconsin, Minnesota, Iowa, and Michigan, were found to regularly use unbound granular layers under concrete pavements with no issues. A literature review on the most recent requirements and recommendations for designing granular subbases under concrete pavements was then presented. It is concluded that subbase layers under concrete pavements are mainly used to provide uniform support and prevent pumping. Based on the case study evaluations and literature, a stable, drainable, and durable daylighted granular subbase design is recommended for traffic factors up to 10.0. Stability is ensured by limiting the ratio of gravel-to-sand fractions in the aggregate mix between 1.3 and 1.9. Drainability requirements can be met by limiting the percentage of fines passing the No. 200 sieve (0.075 mm) to 4% and by checking the quality of drainage is at least fair based on the time required to drain 50% of the water. Lastly, a geotextile fabric is recommended for use below the granular subbase for separation to ensure drainability throughout design life.

Publisher

Illinois Center for Transportation/Illinois Department of Transportation

Series/Report Name or Number

FHWA-ICT-21-011

ISSN

0197-9191

Type of Resource

text

Language

en

Permalink

http://hdl.handle.net/2142/110003

DOI

https://doi.org/10.36501/0197-9191/21-016

Sponsor(s)/Grant Number(s)

IDOT-ICT-193-5

Copyright and License Information

No restrictions. This document is available through the National Technical Information Service, Springfield, VA 22161.

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