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Pages 196-204

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From page 196...
... 185 APPENDIX G Summary of Accelerated Pavement Testing Objectives and Applications Table G1 Structural Design Applications (refer to chapter two) Acronym/Location Objectives Applications Proof trial ALF.
From page 197...
... 186 Table G1 (Continued) Reduce pavement costs by using stabilized bases and thin asphalt surfacing.
From page 198...
... 187 Table G2 (Continued) Comparison of the effects of 13-t and 10-t axles and of an 80 mm against two successive 40 mm overlays.
From page 199...
... 188 Table G3 (Continued) Compare performance of different thicknesses of two qualities of recycled marginal unbound bases.
From page 200...
... 189 Table G3 (Continued) Investigation of porous asphalt.
From page 201...
... 190 TABLE G4 Modeling (refer to chapter five) Acronym/Location Objectives Applications ALF Australia Establish relationships between backcalculated asphalt stiffness and CTCR modulus, determined from FWD deflection bowl data, pavement temperature, and the severity and extent of surface cracking.
From page 202...
... 191 Table G5 (Continued) Compare performance of different thicknesses of two qualities of recycled marginal unbound bases.
From page 203...
... 192 Table G5 (Continued) HVS South Africa Rehabilitation measures for cementedbase pavements.
From page 204...
... 193 Table G6 (Continued) JHPC Japan To rank the durability of overlay treatments Findings were used in a maintenance manual.

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