Maupin, G. W. (1998). Effect of Glass Concentration on Stripping of Glasphalt (Report No. VTRC-98-R30). Virginia Transportation Research Council. https://rosap.ntl.bts.gov/view/dot/15562
Maupin, G. W.. Effect of Glass Concentration on Stripping of Glasphalt. Report no. VTRC-98-R30. Virginia Transportation Research Council, 1998. https://rosap.ntl.bts.gov/view/dot/15562.
Maupin, G. W. Effect of Glass Concentration on Stripping of Glasphalt. Virginia Transportation Research Council, 1998, Report no. VTRC-98-R30, ROSA P. https://rosap.ntl.bts.gov/view/dot/15562.
Virginia allows up to 15 percent glass to be used in asphalt concrete. However, a literature search revealed that there is not much test data to substantiate this quantity. Because of the smooth surface texture of glass particles and the associated risk o;Sponsored by Virginia Dept. of Transportation, Richmond. and Federal Highway Administration, Richmond, VA. Virginia Div.;pg 20
Maupin, G. W. (1998). Effect of Glass Concentration on Stripping of Glasphalt (Report No. VTRC-98-R30). Virginia Transportation Research Council. https://rosap.ntl.bts.gov/view/dot/15562
Maupin, G. W.. Effect of Glass Concentration on Stripping of Glasphalt. Report no. VTRC-98-R30. Virginia Transportation Research Council, 1998. https://rosap.ntl.bts.gov/view/dot/15562.
Maupin, G. W. Effect of Glass Concentration on Stripping of Glasphalt. Virginia Transportation Research Council, 1998, Report no. VTRC-98-R30, ROSA P. https://rosap.ntl.bts.gov/view/dot/15562.
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