Instructions: Design an adequate concrete mix using the volumetric method explored during lecture. Show

your input values, calculations, and solutions for each of the $11$ steps. See the attached tables below as needed.

General Design Information:

Curing Time: $28$ days

Required Strength: $4000$

Environment: Severe Weather and Sulfide Exposure

Use Case: Reinforced Columns $($Use maximum slump permissible$)$

Admixtures: No air$-$entrainment or secondary additives

Concrete Manufacturer Information:

Statistical Standard Deviation: $350$ Psi

Statistical Population Size: $>30$

Coarse Aggregate Nominal Maximum Size: $1"$

Coarse Aggregate Angularity: Sub$-$angular

Coarse Aggregate BSG: $2\mathrm{.}39\%$

Coarse Aggregate Moisture Content: $2\mathrm{.}74\%$

Coarse Aggregate Absorption: $2\mathrm{.}39\%$

Coarse Aggregate Unit Weight: $111\mathrm{.}55L\frac{b}{f}{t}^3$

Fine Aggregate Fineness Modulus: $2\mathrm{.}72$

Fine Aggregate BSG: $2\mathrm{.}6$

Fine Aggregate Moisture Content: $2\mathrm{.}46\%$

Fine Aggregate Absorption: $1\mathrm{.}2\%$

Cement BSG: $3\mathrm{.}15$

Water Density: $62\mathrm{.}4L\frac{b}{f}{t}^3$

Concrete Production Information:

Cylinder Quantity: $6$

Cylinder Diameter: $6"$

Cylinder Height: $12"$

Cylinder reinforcement: None

Beam Quantity: $1$

Beam Depth: $6"$

Beam Width: $6"$

Beam Length: $24"$

Beam Reinforcement: $(1)$ #$4$ Rebar, Equal Cover

Plate Quantity: $9$

Plate Thickness: $3"$

Plate Width: $12"$

Plate Length: $12"$

Plate Reinforcement: None