Temperature-Viscosity Data on Asphalt Cements

Traxler, R. N.; Texas Transportation Institute. Texas A&M University

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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.

i

Temperature-Viscosity Data on Asphalt Cements

1962-09-01
By Traxler, R. N.

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English

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Details:

Creators:

Traxler, R. N.
Corporate Creators:

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

Texas Highway Department
Subject/TRT Terms:

[+]

Asphalt Cement Data Analysis Specifications Temperature Viscosity
Publication/ Report Number:

2, E61-62
Resource Type:

Tech Report
Geographical Coverage:

Texas ; United States

Texas ; United States Less -
Corporate Publisher:

Texas Transportation Institute. Texas A&M University
Abstract:

The objective of this project was to establish specifications to assure use of superior asphalts by the Texas Highway Department. Viscosities of 25 asphalts of 85-100 and 120-150 penetration used by the Texas Highway Department were determined at temperatures from 51 to 325°F. Measurements were made by the microfilm (sliding plate), Saybolt-Furol (efflux), Brookfield (rotating spindle), and capillary tube (Cannon- Manning vacuum- type) viscometers. It was found that kinematic viscosity limits at 275°F should be higher than those prescribed by the Asphalt Institute, a range of kinematic viscosity at 140°F should be made a specification test for quality paving cements, and a range of absolute viscosity at 95°F should be given careful consideration.
Format:

PDF
Funding:

Research Project No. 15
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha-512:5e0200bbc4a2004cf8d8eb6693af646fac1a9b7869cf0395e96a5fc1a506f2c1f6d3b86089a6ebc5f732c2d97f675dd681e62e891ae83eb5be6c0660bea5d7dd
Download URL:

https://rosap.ntl.bts.gov/view/dot/83614/dot_83614_DS1.pdf
File Type:

[PDF-8.15 MB]