Combined Aggregate Gradation as a Method for Mitigating Studded Tire Wear on PCCP

Anderson, Keith W.; Uhlmeyer, Jeff; Russell, Mark; Washington (State). Dept. of Transportation. Materials Laboratory

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Combined Aggregate Gradation as a Method for Mitigating Studded Tire Wear on PCCP

2009-06-01
By Anderson, Keith W. ; Uhlmeyer, Jeff ; Russell, Mark

[PDF-648.74 KB]

English

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Creators:

Anderson, Keith W. ; Uhlmeyer, Jeff ; Russell, Mark

Anderson, Keith W. ; Uhlmeyer, Jeff ; Russell, Mark Less -
Corporate Creators:

Washington (State). Dept. of Transportation. Materials Laboratory
Corporate Contributors:

Washington (State). Department of Transportation
Subject/TRT Terms:

[+]

Aggregate Gradation Pavement Performance Portland Cement Concrete Studded Tires
Publication/ Report Number:

WA-RD 663.2 ; WA 01-02

WA-RD 663.2 ; WA 01-02 Less -
Resource Type:

Tech Report
TRIS Online Accession Number:

1099640
Abstract:

Two sections of pavement were built with different specifications for the gradation of the aggregates, one with the standard gap-graded aggregate specification and one with a combined gradation specification. Equal wear rates for both sections indicated that the combined aggregate gradation had no positive affect on the pavements resistance to studded tire wear.
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PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

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urn:sha256:25f67c4eea90f447ae4de4439d3c877d02bbbbe85e5f5593fab3e71cf0529f65
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https://rosap.ntl.bts.gov/view/dot/39536/dot_39536_DS1.pdf
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Combined Aggregate Gradation as a Method for Mitigating Studded Tire Wear on PCCP

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