1Standard Specifications for Road and Bridge Construction.Subarticle 300-2.3,Florida Department of Transportation,Tallahassee,FL.,2000.
2Uzan,J.,M.Livneh,Y.Eshed.Investigation of Adhesion Properties Between Asphaltic Concrete Layers.Asphalt Paving Technology,Vol.47,Proceedings of Association of Asphalt Paving Technologists,Technical Sessions,February 1978,pp.495-521.
3Hachiya,Y.,K.Sato.Effect of Tack Coat on Bonding Characteristics at Interface Between Asphalt Concrete Layers.Eighth International Conference on Asphalt Pavements Proceedings,Vol.1,1997,pp.349-362.
4Standard Specifications for Road and Bridge Construction.Subarticle 330-4.2.1,Florida Department of Transportation,Tallahassee,FL.,2000.
5Method of Test for Determining the Shearing Strength of Bonded Concrete.Test Method No.IOWA 406-B,Iowa Department of Transportation Highway Division,Office of Materials,Ames,Iowa.
6Mohammad,L.N.,M.A.Raqib,B.Huang.Influence of Asphalt Tack Coat Materials on the Interface Shear Strength.Louisiana Transportation Research Center,Baton Rouge,LA,2002.
7Maawira,D.,D.J.Damude.Revisiting the Effectiveness of Tack Coats in HMA Overlays:The Shear Strength of Tack Coats in Young Overlays.Proceedings of 14th Annual Conference,Canadian Technical Asphalt Association Proceedings,1999,pp.116-129.
8Standard Practice for Dealing With Outlying Observations.ASTM E 178-94,September 1994.
