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Study of Factors Affecting Crushed Stone Base Performance
Twelve full-scale pavement sections were tested to failure in a special laboratory facility under closely controlled environmental conditions. Seven of the pavement sections were loaded to over one million repetitions, and five sections to over two million repetitions. A 6.5 kip (29 kN) uniform, circular loading was applied to the surface, and systematically moved to prevent a punching failure. A complete series of laboratory tests including fatigue and rutting were performed to characterize the materials. Pavements tested consisted of five conventional sections having crushed stone bases, five full-depth asphalt concrete sections, and two inverted sections. The inverted sections consisted of a crushed stone base sandwiched between a lower cement stabilized layer and an upper asphalt concrete layer. Conventional sections were tested having two thicknesses of base and three base gradations.
Study of Factors Affecting Crushed Stone Base Performance
Twelve full-scale pavement sections were tested to failure in a special laboratory facility under closely controlled environmental conditions. Seven of the pavement sections were loaded to over one million repetitions, and five sections to over two million repetitions. A 6.5 kip (29 kN) uniform, circular loading was applied to the surface, and systematically moved to prevent a punching failure. A complete series of laboratory tests including fatigue and rutting were performed to characterize the materials. Pavements tested consisted of five conventional sections having crushed stone bases, five full-depth asphalt concrete sections, and two inverted sections. The inverted sections consisted of a crushed stone base sandwiched between a lower cement stabilized layer and an upper asphalt concrete layer. Conventional sections were tested having two thicknesses of base and three base gradations.
Study of Factors Affecting Crushed Stone Base Performance
R. D. Barksdale (Autor:in) / H. A. Todres (Autor:in)
1983
189 pages
Report
Keine Angabe
Englisch
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