Annotated Literature Review for NCHRP Report 640 (2009) / Chapter Skim
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Pages 195-198
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193 Table 99: OGFC Properties Material/property Type/value Binder PG 76-22 Asphalt binder content 5.5 Maximum size, mm 19 Nominal maximum aggregate size (NMAS) , mm 12.5 Percent passing the 9.5 mm sieve 81 Percent passing the 4.75 mm sieve 14 Percent passing the 2.36 mm sieve 2 Percent passing the 1.18 mm sieve 1.4 Percent passing the 0.6 mm sieve 1.3 1.46.4 Construction Practices No information on construction practices has been presented.
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From page 196... ...
194 1.47.1 General In this paper, Kaloush et al provides the results of a study conducted to evaluate the dynamic modulus of two asphalt rubber mixtures, one of which was an OGFC. The authors conducted testing at low and high temperatures, and developed master curves for these mixes.
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From page 197... ...
195 1.47.6 Rehabilitation Practices No information is provided on rehabilitation practices of friction course. 1.47.7 Performance Kaloush et al provide background information on the dynamic modulus test procedure (ASTM D3497)
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From page 198... ...
196 remain almost the same throughout the test at the different frequencies (loading time) and the three test temperatures.
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