Fill in the blank
0.45 Power Chart Viscosity Superpave
Maximum Density Gradation FHWA Gradation Chart ASTM C67
Retarders Hydration Nom. Max. Aggr. Sieve Maximum Size Sieve Bonding Air Entrainers
Workability Air Strength (psi)
Chemical reaction Igneous Complementary
Air Entrainers Curing Asphalt Bonding
Sedimentary Metamorphic 0.245 Nominal Sieve
Brittle Ductile Malleable
Macroscopic Fiber-reinforced Composite Material
Specific Gravity Water/Cement Average Mass Weight
1) Moisture captured in the aggregate voids in the saturated surface dry(SSD) condition is not available for ________________________ , nor does it improve the _______________________ of concrete.
2) Reducing the ______________________________, increases the strength of the material.
3) A ___________________ polymer rebar not only results in a lighter concrete but a stronger material with a higher yield strength.
4)
Portland cement concrete, steel-reinforced concrete, asphalt concrete and engineered word are examples of ___________________ composites.
5) As the _______________ Ratio in portland cement concrete is increased, the compressive strength is drastically reduced.