Preliminary Evaluation of Superpave Level One Mix Design Procedure

Ksaibati, Khaled; Stephen, J.; Hunting, G.; University of Wyoming. Dept. of Civil and Architectural Engineering; Wyoming. Dept. of Transportation

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Preliminary Evaluation of Superpave Level One Mix Design Procedure

1998-07-01
By Ksaibati, Khaled ; Stephen, J. ; Hunting, G.

[PDF-2.28 MB]

English

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Details:

Creators:

Ksaibati, Khaled ; Stephen, J. ; Hunting, G.

Ksaibati, Khaled ; Stephen, J. ; Hunting, G. Less -
Corporate Creators:

University of Wyoming. Dept. of Civil and Architectural Engineering ; Wyoming. Dept. of Transportation

University of Wyoming. Dept. of Civil and Architectural Engineering ; Wyoming. Dept. of Transportation Less -
Corporate Contributors:

Mountain Plains Consortium ; University Transportation Centers Program (U.S.)

Mountain Plains Consortium ; University Transportation Centers Program (U.S.) Less -
Subject/TRT Terms:

[+]

Accelerated Tests Aggregates Alternatives Analysis Asphalt Mixtures Asphalts Bituminous Concretes Design Criteria Flexible Pavements Guides To The Literature Hotmix Paving Mixtures Literature Reviews Low Temperature Mix Design Pavement Cracking Recommendations Rutting Superpave Testing Equipment Wyoming
Publication/ Report Number:

MPC-98-94
Resource Type:

Tech Report
Geographical Coverage:

United States ; Wyoming

United States ; Wyoming Less -
TRIS Online Accession Number:

00752107
Corporate Publisher:

University Transportation Centers Program (U.S.)
NTL Classification:

NTL-HIGHWAY/ROAD TRANSPORTATION-Pavement Management and Performance
Abstract:

The objective of this study was to compare the Superpave mix design to the Marshall mix design on a typical aggregate source in Wyoming. The comparison concentrated on the resistance to rutting and low-temperature cracking of asphalt mixes prepared using the two design methods. Chapter 1 of this report provides an introduction. Chapter 2 contains a literature review related to the Marshal and Hveem mix design methods in addition to the newer Superpave level one mix design method. Chapter 3 describes the design of the experiment including information about the materials used in the study, the Marshall and Superpave level one mix designs, and the accelerated testing devices used in the study. Results from the Marshall and Superpave mix designs are summarized in Chapter 4. Chapter 5 contains the Georgia Loaded Wheel Tester and Thermal Stress Restrained Specimen Tester accelerated testing results on the Marshall and Superpave samples. Conclusions and recommendations based on the study are presented in Chapter 6.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:32f7b0485a159a9eb9794d885a3ef7e650af334f79e2033fe066f1f9a939cde2
Download URL:

https://rosap.ntl.bts.gov/view/dot/36913/dot_36913_DS1.pdf
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Preliminary Evaluation of Superpave Level One Mix Design Procedure

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