A Thermoviscoelastic Characterization of an Asphaltic Concrete

Bynum Jr, Douglas

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A Thermoviscoelastic Characterization of an Asphaltic Concrete

1970-08-01
By Bynum Jr, Douglas

File Language:

English

Details

Creators:

Bynum Jr, Douglas
Corporate Creators:

Texas Transportation Institute. Texas A&M University
Corporate Contributors:

Texas Highway Department ; United States. Department of Transportation. Federal Highway Administration. Bureau of Public Roads
Subject/TRT Terms:
Publication/ Report Number:

127-2
Resource Type:

Tech Report
Geographical Coverage:

United States ; Texas
Corporate Publisher:

Texas Transportation Institute. Texas A&M University
Description:

Material properties in the uniaxial tension and compression modes were obtained for two compacted asphaltic concrete mixtures for various temperatures and rates of loading. The first mixture was preheated and compacted at 300°F whereas the second mixture was processed at 450°F; thus, the embrittlement due to overheating with the compactive effort constant was quantified. The results show that stress should not be used, and strain could be used for assessing material performance.
Format:

PDF
Funding:

2-8-69-127
Download URL:

https://rosap.ntl.bts.gov/view/dot/85513/dot_85513_DS1.pdf
File Type:

[PDF - 1.90 MB]
Collection(s):

US Transportation Collection
Main Document Checksum:

urn:sha-512:650d63506e513fa43a997777e00bd863de9aa6ed5162a23391d8957828f73613e786321e0b3bd3a8e6ec3da644878241e96167cf5c03ed0c00a346636ca29bfa

File Language:

English

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