Stabilometer

Lund, John W.; Boyle, Glenn E.; Oregon Institute of Technology; Oregon. Department of Transportation

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Stabilometer "S" value study on asphalt concrete samples.

1985-07-01
By Lund, John W. ; Boyle, Glenn E.

[PDF-238.09 KB]

English

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Details:

Creators:

Lund, John W. ; Boyle, Glenn E.

Lund, John W. ; Boyle, Glenn E. Less -
Corporate Creators:

Oregon Institute of Technology ; Oregon. Department of Transportation

Oregon Institute of Technology ; Oregon. Department of Transportation Less -
Subject/TRT Terms:

[+]

Aggregates Asphalt Cement Asphalt Concrete Gravity Hveem Stability Hveem Stabilometer Tests
Resource Type:

Tech Report
Geographical Coverage:

Oregon
Corporate Publisher:

Oregon Institute of Technology
Abstract:

During the late fall of 1969 a study was made to determine the precision when testing asphalt concrete specimens for the Hveem stabilometer ("S") value (AASHTO T 246). Fifty samples, using Chevron 85-100 asphalt cement and aggregate from Walling Sand and Gravel (Salem Backtop), were prepared at each of five asphalt contents. The asphalt contents ranged from 5.0 to 7.0 percent at 0.5 percent increments.

Both first compaction and second compaction were determined as well as "S" value and bulk specific gravity. The first compaction is to simulate field conditions at the tiem of construction and the second approximating long term conditions due to further densification from traffic.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:1f4b6667ff09ec388e2db965e14f9ab4a8ed30dda724a13128aa06f97a925ddf
Download URL:

https://rosap.ntl.bts.gov/view/dot/22506/dot_22506_DS1.pdf
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Stabilometer "S" value study on asphalt concrete samples.

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