Portland Cement
Types of Portland Cements
Types of Blended Cements
Concrete Aggregates and Water
Trade Terms
100

Portland cement is a ____ _____ _____ made from varying amounts of raw materials primarily obtained from quarries?

finely ground powder

100

A general-purpose cement suitable for all uses where it is not subject to attack by sulfates or to an undesired temperature rise due to hydration.

Type I

100

Portland slag cement

Type IS

100

Solid, chemically inert materials, from sand to large rocks makes up ___ __ ____ percent of the concrete volume.

60% to 80%

100

The heat generated when portland cement is mixed with water, the result of the exothermic chemical reaction between cement and water. The hydrating process raises the temperature of concrete.

Heat of hydration

200

A standard bag weighs __ pounds ?

94

200

sulfate-resistant cement generally used only in concrete exposed to severe sulfate action.

Type V

200

ternary blend cement

Type IT

200

_____ serves to bind the aggregate together in concrete, with the resulting strength depending significantly on the strength of the aggregate and the aggregate-cement bond.

Cement

200

 Concrete that, after a typical 28-day curing period, exhibits a compressive strength of 8,000 psi or higher.

High-strength concrete

300

 _____ _____set and harden by reacting with water and can even harden when submerged?

Hydraulic cements

300

A high early-strength cement used when forms must be removed quickly; finer grinding and different content proportions helps reach a strength about equal to the 28-day strength of Types I and II within only seven days.

Type III

300

Portland-limestone cement

Type IL

300

____ ____ _____cannot be made from aggregate that is structurally weak, such as soft sandstone, shale, or coal.

High-strength concrete

300

 Cementitious materials, such as portland cement, that set, become adhesive due to a chemical reaction between the dry ingredients and water, and then harden.

Hydraulic cements

400

Materials can be selected to reduce or increase the heat of _____.

hydration

400

A cement with moderate sulfite resistance and usually with a low heat of hydration; used in concrete for piers, large structures, and structures exposed to seawater.

Type II

400

·portland-pozzolan cement

Type IP

400

Coarse, crushed aggregate with elongated or thin pieces are limited to a maximum of ___ __ ___ by weight.

10% to 15%

400

Newly mixed concrete that is in a semiliquid state and can still be manipulated.

Plastic concrete

500

Cement properties and performance differ depending on ___ ______ and their proportions.

raw materials

500

Cement that develops a low volume of heat from hydration; used in massive structures where low heat buildup from hydration is required.

Type IV

500

_____ ______C595 provides the proper identification of blends by displaying the percentage of the blended ingredient

ASTM Standard

500

Non-potable water may be used if it meets the requirements of _____ ______, Standard Specification for Mixing Water Used in the Production of Hydraulic-Cement Concrete.

ASTM C1602

500

In portland cement manufacturing, the source of calcium is finely ground______.

limestone