Predicting Rheological Parameters of Reclaimed Asphalt Cement with Wave Propagation Techniques

Nazarian, Soheil; Pezo, Rafael; Nori, Srinivas R.G.; Picomell, Miguel; University of Texas at El Paso. Center for Geotechnical and Highway Materials Research

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

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Predicting Rheological Parameters of Reclaimed Asphalt Cement with Wave Propagation Techniques

1996-07-01
By Nazarian, Soheil ; Pezo, Rafael ; Nori, Srinivas R.G. ; ...

[PDF-2.20 MB]

English

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Creators:

Nazarian, Soheil ; Pezo, Rafael ; Nori, Srinivas R.G. ; Picomell, Miguel

Nazarian, Soheil ; Pezo, Rafael ; Nori, Srinivas R.G. ; Picomell, Miguel Less -
Corporate Creators:

University of Texas at El Paso. Center for Geotechnical and Highway Materials Research
Corporate Contributors:

Texas Department of Transportation ; United States. Department of Transportation. Federal Highway Administration

Texas Department of Transportation ; United States. Department of Transportation. Federal Highway Administration Less -
Subject/TRT Terms:

[+]

Abson Recovery Asphalt Flexible Pavements Laboratory Tests Modulus Modulus Of Elasticity Radio Wave Propagation Rheological Properties Soil Penetration Test Viscosity
Publication/ Report Number:

TX-95 1369-lF
Resource Type:

Tech Report
Geographical Coverage:

Texas ; United States

Texas ; United States Less -
Edition:

(Sept. 1, 1993 - Aug 31, 1995)
Corporate Publisher:

University of Texas at El Paso. Center for Geotechnical and Highway Materials Research
Abstract:

A methodology to predict the theological parameters of asphalt cement from elastic modulus or from the indirect tensile (IDT) strength of the mix is presented. Wave propagation techniques were used to determine the modulus of the mix. Numerous specimens, prepared from four different mixtures with different asphalt contents and voids in the total mixes (VTM's), were-oven aged for different periods. The elastic modulus and IDT strength of each specimen were determined, and its asphalt cement was recovered to evaluate its rheological properties. The effects of different parameters, such as asphalt content and VTM, on relationships between elastic modulus or IDT strength with rheological properties were determined.
Format:

PDF
Funding:

0-1369
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha-512:391632a894c381cf4aaad421f8c109cc2b7392679deae1058e3b8dd3dc356732ad8e5be2759d85493b5d2ef6775ebbee3f74b3c27c7ade6e6c54e3f427cb2145
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https://rosap.ntl.bts.gov/view/dot/82652/dot_82652_DS1.pdf
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Predicting Rheological Parameters of Reclaimed Asphalt Cement with Wave Propagation Techniques

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