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SECTION 500.00 – PAVEMENT DESIGN

SECTION 500.00 – PAVEMENT DESIGN

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4. Stiffness - Expressed in terms of the Substitution Ratio (Gf) is used to adjust the thickness of the individual pavement layers in consideration of the cohesive strength of the binder materials, relative stiffness of unbound layers and drainage capability. 5. Economics - Design the structural cross section necessary to accommodate the estimated

  Strength, Unbound, Stiffness, Stiffness of unbound

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