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Publication Number:
FHWA-HRT-11-058
Date: December 2011 |

Figure 45. Graph. DSR critical temperatures—mixes with PG64-22 binder.

Figure 46. Graph. DSR critical temperatures—mixes with PG58-28 binder.

Figure 47. Graph. DSR critical temperatures—mixes with 25 and 40 percent RAP.

Figure 48. Graph. BBR critical temperatures—mixes with PG64-22 binder.

Figure 49. Graph. BBR critical temperatures—mixes with PG58-28 binder.

Figure 50. Graph. BBR critical temperatures—mixes with 25 and 40 percent RAP.

Figure 51. Graph. TSAR™ critical temperatures—mixes with PG64-22 binder.

Figure 52. Graph. TSAR™ critical temperatures—mixes with PG58-28 binder.

Figure 53. Graph. TSAR™ critical temperatures—mixes with 25 and 40 percent RAP.
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Topics: research, infrastructure, pavements and materials Keywords: research, infrastructure, pavements and materials, Asphalt pavement, Pavement recycling, Reclaimed asphalt pavement, RAP, Recycled asphalt, Pavement performance TRT Terms: research, facilities, transportation, highway facilities, roads, parts of roads, pavements Updated: 12/23/2011
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