$1.$ Calculate Adjustments for the Aggregate Moisture $($Step $8)$ using Absolute Volume Method with the following parameters:

Job Specifications

Type of construction

Exposure

Maximum Size of Aggregate

Slump

Specified $28$ day Compressive Strength

Building columns

Mild

$\backslash (3/4\backslash )$ in

$1$ to $2$ in

$\backslash (4,000\backslash$mathrm$\{$psi$\}\backslash )$

Cement Fine Aggregate Course Aggregate

Bulk Specific Gravity

$3\mathrm{.}00$

$2\mathrm{.}50$

$2\mathrm{.}75$

Bulk Density $($lb$/$CF$)$

$192$

$158$

$172$

Dry Rodded Unit Weight $($Ib$/$CF$)-$

$100$

Fineness Modulus

$2\mathrm{.}40$