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R/W 15-33 Rehabilitation. Pavement Condition. North 8000 feet. North 3000 feet. NDT. Deflection Data Basin Area LTE Effective slab thickness Interlayer properties Subgrade support. Design Aircraft – B ???. Factors: E c Friction Subgrade k.
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Pavement Condition North 8000 feet North 3000 feet
NDT • Deflection Data • Basin Area • LTE • Effective slab thickness • Interlayer properties • Subgrade support
Design Aircraft – B ??? Factors: Ec Friction Subgrade k
Present FEM Capability Bonded Layers Unbonded Layers