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rad_spr2-i2218-fy2010-rpt-ann-cross 1

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QC/QA testing differences between hot mix asphalt (HMA) and warm mix asphalt (WMA), 2010

rad_spr2-i2218-fy2010-rpt-ann-cross 1

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Okla State Agency	Transportation, Oklahoma Department of
Okla Agency Code	'345'
Title	QC/QA testing differences between hot mix asphalt (HMA) and warm mix asphalt (WMA), 2010
Authors	Cross, Stephen A. (Stephen Alan), 1956- Oklahoma. Department of Transportation. Planning & Research Division.
Publisher	Oklahoma Department of Transportation
Publication Date	2010-10-31
Publication type	Research Report/Study
Purpose	The following report summarizes the work accomplished to date on a two-year study on QC/QA differences between warm mix asphalt (WMA) and conventional hot-mix asphalt(HMA). WMA represents a group of technologies which allow a reduction in the temperatures at which asphalt mixtures are produced and placed on the road. These technologies tend to reduce the viscosity of the asphalt cement allowing coating at lower temperatures. Reductions of 35 to 100oF have been reported. Such drastic reductions have the obvious benefits of cutting fuel consumption and decreasing the production of greenhouse gases. In addition, potential engineering benefits include better compaction on the road, the ability to haul paving mix for longer distances, increased RAP percentages, and the ability to pave at lower temperatures.; The objectives of this study are to develop testing protocols for the different WMA additives for mix design and QC/QA procedures. For mix design, testing protocols need to be developed for rut testing and moisture sensitivity testing. For QC/QA, protocols need to be developed for lab-molded void properties and asphalt content. To meet the objectives, equivalent compaction temperatures and/or compactive efforts need to be established for WMA additives.
Notes	Annual report for FY 2010; ODOT SPR Item Number 2218
For all issues click	T1300.8 Q1t
Digital Format	PDF, Adobe Reader required
ODL electronic copy	Downloaded from agency website: http://www.okladot.state.ok.us/hqdiv/p-r-div/spr-rip/library/reports/rad_spr2-i2218-fy2010-rpt-ann-cross.pdf
Rights and Permissions	This Oklahoma state government publication is provided for educational purposes under U.S. copyright law. Other usage requires permission of copyright holders.
Language	English
Date created	2013-03-20
Date modified	2013-03-20
OCLC number	890222595

Title	rad_spr2-i2218-fy2010-rpt-ann-cross 1
Full text	QC/QA Testing Differences Between Hot Mix Asphalt (HMA) and Warm Mix Asphalt (WMA) ANNUAL REPORT FOR FY 2010 ODOT SPR ITEM NUMBER 2218 Submitted to: Ginger McGovern, P.E. Planning and Research Division Engineer Oklahoma Department of Transportation 200 N.E. 21st Street Oklahoma City, Oklahoma 73105 Submitted by: Stephen A. Cross, Ph.D., P.E. School of Civil & Environmental Engineering Oklahoma State University 207 Engineering South Stillwater, OK 74078 October 31, 2010
Date created	2013-03-20
Date modified	2013-03-20

QC/QA testing differences between hot mix asphalt (HMA) and warm mix asphalt (WMA), 2010

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