Evaluation of warm mix technologies for use in asphalt rubber - asphaltic concrete friction courses (AR\0x2010ACFC) : final report.

Hanson, Douglas I.; Jeong, Myung; Amec Foster Wheeler; Georgia Southern University. Department of Civil Engineering and Construction Management

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Evaluation of warm mix technologies for use in asphalt rubber - asphaltic concrete friction courses (AR\0x2010ACFC) : final report.

Published Date:

2016-07-01

Language:

English

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$Evaluation of warm mix technologies for use in asphalt rubber - asphaltic concrete friction courses (AR\0x2010ACFC) : final report.$

Details:

Creators:

Hanson, Douglas I. ; Jeong, Myung ;

Corporate Creators:

Amec Foster Wheeler ; Georgia Southern University. Department of Civil Engineering and Construction Management ;

Corporate Contributors:

Arizona. Dept. of Transportation ; United States. Federal Highway Administration ;

Subject/TRT Terms:

Asphalt concrete ; Asphalt rubber ; Durability ; Friction course ; Laboratory studies ; ... More ▼

Publication/ Report Number:

FHWA-AZ-16-631

Resource Type:

Tech Report

Geographical Coverage:

United States ; Arizona ;

Edition:

Final report

Corporate Publisher:

Arizona. Dept. of Transportation

Abstract:

The objective of this research project was to determine whether warm mix asphalt (WMA) technologies can be

used by the Arizona Department of Transportation (ADOT) for the production of an asphalt rubber‐asphaltic

concrete friction course (AR‐ACFC) without detrimental effects on performance of the pavement. The study

consisted of a laboratory study and the monitoring of a field construction project. Three ADOT‐approved warm

mix additives (Evotherm, Sasobit, and Advera) were investigated. The study showed that when the additives

were used at the manufacturer’s suggested target dosage level there was no negative impact on the durability

or the moisture susceptibility of the AR‐ACFC as compared to the control (no additive) mix.

The field study confirmed that the use of WMA technologies during AR‐ACFC construction is feasible with no

adverse effects on paving operations.

Format:

PDF

Funding:

SPR 000-1(171) 631

Collection(s):

US Transportation Collection

Main Document Checksum:

[+]

Supporting Files:

No Additional Files

No Related Documents.

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