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Onsite Use of Recycled Asphalt Pavement Materials and Geocells to ...

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as in Ontario, Canada. The survey revealed an increasing use <strong>of</strong> RAP across the nation. Figures<br />

2.1 <strong>and</strong> 2.2 show the number <strong>of</strong> state departments <strong>of</strong> transportation that used <strong>and</strong> permitted a<br />

given amount <strong>of</strong> RAP in intermediate <strong>and</strong> surface pavement layers in 2007. Data indicate that the<br />

maximum permitted amount <strong>of</strong> RAP was not being used on a nationwide basis. NCDOT<br />

conducted the survey again in 2009 <strong>and</strong> found that approximately half <strong>of</strong> the states reported more<br />

RAP <strong>to</strong>nnage use after 2007 (fig. 2.3) (FHWA-HRT-11-021).<br />

A recent survey (AASHTO, 2010) reported that across the U.S., the average RAP content<br />

in new asphalt mixes is around 12-15%. A goal established by NAPA is <strong>to</strong> increase the average<br />

RAP content <strong>to</strong> 25% by the end <strong>of</strong> 2013. Table 2.1 provides a summary <strong>of</strong> the survey conducted<br />

by the AASHTO regarding the usage <strong>of</strong> RAP in asphalt bound base <strong>and</strong> HMA surface for the<br />

construction <strong>of</strong> pavements by state DOTs in the U.S.<br />

Figure 2.1 Usage <strong>and</strong> potential <strong>of</strong> various RAP percentages in the intermediate layer (Source:<br />

FHWA-HRT-11-021)<br />

14

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