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Concrete Cracking : Don't buy that old line " hey, concrete gets hard and cracks ..."
          
        Cracks in concrete cannot be prevented entirely, but they can be controlled
   and reduced by properly designed joint spacing. Concrete cracks because it is
   weak in tension and its natural tendency to shrink is restrained. Tensile stresses 
   that exceed its tensile strength can develop, resulting in cracking. Also at early
   ages, before concrete dries out, most cracking is caused by temperature changes
   or by the slight contraction that takes place as the concrete sets and hardens.Later,
   as the concrete dries, it will shrink further and either additional cracks may form or 
  pre-existing cracks may become wider.

              Joints provide relief form the tensile stresses aned help allow separation to 
  occur at controlled locations. Joints must be carefully designed and properly
  constructed if uncontrolled cracking is to be reduced or avoided. The following are
  recommended joint practices:
 

     In general, maximum joint spacing should be 24 to 36 times the thickness of the
 slab. For example, for a 4-inch thick slab the joint spacing should be about 10 feet.
 It is further recommended that joint spacing be limited to a maximum of 15 feet.

     In driveways and sidewalks, contraction joints should be spaced at intervals
approximately equal to the slab width. Drives and walks wider than about 10 to 12
 feet should have a longitudinal joint down the center. Spacing of joints should not
exceed 10 feet in either direction. If possible, the panels formed by contraction joints
in walks and droves should be approximately square. Panels with excessive length to
width ratio (greater than 1.5) are likely to crack.

     For contraction joints, the joint groove should have a maximum depth of ¼ the
thickness of the slab, but not less than 1 inch. Timing of jointing operations depends
on the method used. Tooled joints must be run early in the finishing process and rerun
later to ensure groove bond has not occurred. Conventional saw-cut joints should be
run within 4 to 12 hours after the concrete has been finished. Early entry dry-cut joints
 are generally run 1 to 4 hours after completion of finishing. If jointing is delayed too
long, sawing can become difficult and uncontrolled cracking may occur.







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                                                What is Concrete Made Of ?
      




Bar graph showing percent of different components in concrete

  In its simplest form, concrete is a mixture of paste and aggregates. The paste, composed
of portland cement and water, coats the surface of the fine and coarse aggregates.
Through a chemical reaction called hydration, the paste hardens and gains strength to
form the rock-like mass known as concrete
.

Within this process lies the key to a remarkable trait of concrete: it's plastic and malleable
when newly mixed, strong and durable when hardened. These qualities explain why one
material, concrete, can build skyscrapers, bridges
, sidewalks and superhighways, houses
and dams.


                                              Proportioning

The key to achieving a strong, durable concrete rests in the careful proportioning and
mixing of the ingredients. A concrete mixture that does not have enough paste to fill all the
voids between the aggregates will be difficult to place and will produce rough,
honeycombed surfaces and porous concrete. A mixture with an excess of cement paste
will be easy to place and will produce a smooth surface; however, the resulting concrete
is likely to shrink more and be uneconomical.

A properly designed concrete mixture will possess the desired workability for the fresh
concrete and the required durability and strength for the hardened concrete. Typically, a
mix is about 10 to 15 percent cement, 60 to 75 percent aggregate and 15 to 20 percent
water. Entrained air in many concrete mixes may also take up another 5 to 8 percent. 

                     Portland cement's chemistry comes to life in the presence of
water. Cement and water form a paste that coats each particle of  stone and sand.
Through a chemical reaction called hydration, the  cement paste hardens and gains
strength. The character of the concrete is determined by quality of the paste.
The strength of the  paste, in turn, depends on the ratio of water to cement. The
water-cement ratio is the weight of the mixing water divided by the weight of the
cement.
High-quality concrete is produced by lowering the water-cement ratio as much as
possible without sacrificing the workability of fresh concrete. Generally, using less
water produces  a higher quality concrete provided the concrete is properly placed,
consolidated, and cured.

                                           Other Ingredients

Potable water suitable for concreteAlthough most drinking water is suitable for use in concrete, aggregates are chosen
carefully. Aggregates comprise 60 to 75 percent of the total volume of concrete. The type
and size of the aggregate mixture depends on the thickness and purpose of the final
concrete product. Almost any natural water that is drinkable and has no pronounced taste
or odor may be used as mixing water for concrete. However, some waters that are not fit
for drinking may be suitable for concrete.


Excessive impurities in mixing water not only may affect setting time and concrete
strength, but also may cause efflorescence, staining, corrosion of reinforcement, volume
instability, and reduced durability. Specifications usually set limits on chlorides, sulfates,
 alkalis, and solids in mixing water unless tests can be performed to determine the effect
the impurity has on various properties. Relatively thin building sections call for small
coarse aggregate, though aggregates up to six inches (150 mm) in diameter have been
 used in large dams. A continuous gradation of particle sizes is desirable for efficient use
of the paste. In addition, aggregates should be clean and free from any matter that might
affect the quality of the concrete.



                                            Hydration Begins

Soon after the aggregates, water, and the cement are combined, the mixture starts to
harden. All portland cements are hydraulic cements that set and harden through a
 chemical reaction with water. During this reaction, called hydration, a node forms on the
surface of each cement particle. The node grows and expands until it links up with nodes
 from other cement particles or adheres to adjacent aggregates.

The building up process results in progressive stiffening, hardening, and strength
development. Once the concrete is thoroughly mixed and workable it should be placed in
forms before the mixture becomes too stiff.

Consolidating concrete with vibratorDuring placement, the concrete is consolidated to
compact it within the forms and to eliminate potential
 flaws, such as honeycombs and air pockets. For
slabs, concrete is left to stand until the surface
 moisture film disappears. After the film disappears
from the surface, a wood or metal handfloat is used to
smooth off the concrete. Floating produces a relatively
even, but slightly rough, texture that has good slip
resistance and is frequently used as a final finish for
 exterior slabs. If a smooth, hard, dense surface is
required, floating is followed by steel troweling
.

             
                                              Curing:
                  Curing ensures the continued hydration of the cement and the strength
 gain of the concrete. Concrete surfaces are cured by sprinkling with water fog, or by
using moisture-retaining fabrics such as burlap or cotton mats. Other curing methods
prevent evaporation of the water by sealing the surface with plastic or special sprays
 (curing compounds).

Special techniques are used for curing concrete during extremely cold or hot weather to
 protect the concrete. The longer the concrete is kept moist, the stronger and more
durable it will become. The rate of hardening depends upon the composition and fineness
 of the cement, the mix proportions, and the moisture and temperature conditions. Most
of the hydration and strength gain take place within the first month of concrete's life
cycle, but hydration continues at a slower rate for many years.
 Concrete continues to get stronger as it gets older.

                                     The Forms of Concrete

Concrete is produced in four basic forms, each with unique applications and properties.
Ready-mix concrete , by far the most common form, accounts for nearly three-fourths
 of all concrete. It's batched at local plants for delivery in the familiar trucks with revolving
drums. Precast concrete
 products are cast in a factory setting. These products benefit
from tight quality control achievable at a production plant. Precast products range from
concrete bricks and paving stones to bridge girders, structural components, and panels
for cladding.



 

 

                        


Placing & Finishing Concrete

Placing concreteMixing, transporting, and handling of concrete should be carefully coordinated with placing and finishing operations. Concrete should not be deposited more rapidly than it can be spread, struck off, consolidated, and bullfloated. Concrete should be deposited continuously as near as possible to its final position. In slab construction, placing should be started along the perimeter at one end of the work with each batch placed against previously dispatched concrete. Concrete should not be dumped in separate piles and then leveled and worked together; nor should the concrete be deposited in large piles and moved horizontally into final position.

Consolidation

Consolidating concrete around reinforcement using vibratorsIn some types of construction, the concrete is placed in forms, then consolidated. Consolidation compacts fresh concrete to mold it within the forms and around embedded items and reinforcement and to eliminate stone pockets, honeycomb, and entrapped air. It should not remove significant amounts of intentionally entrained air. Vibration, either internal or external, is the most widely used method for consolidating concrete. When concrete is vibrated, the internal friction between the aggregate particles is temporarily destroyed and the concrete behaves like a liquid; it settles in the forms under the action of gravity and the large entrapped air voids rise more easily to the surface. Internal friction is reestablished as soon as vibration stops.

Finishing

Strikeoff is the process of cutting off excess concrete to bring the top surface of the slab to proper gradeConcrete that will be visible, such as slabs like driveways, highways, or patios, often needs finishing. Concrete slabs can be finished in many ways, depending on the intended service use. Options include various colors and textures, such as exposed aggregate or a patterned-stamped surface. Some surfaces may require only strikeoff and screeding to proper contour and elevation, while for other surfaces a broomed, floated, or troweled finish may be specified. In slab construction, screeding or strikeoff is the process of cutting off excess concrete to bring the top surface of the slab to proper grade. A straight edge is moved across the concrete with a sawing motion and advanced forward a short distance with each movement.

Bullfloating before jointingBullfloating eliminates high and low spots and embeds large aggregate particles immediately after strikeoff. This looks like a long-handled straight edge pulled across the concrete. Jointing is required to eliminate unsightly random cracks. Contraction joints are made with a hand groover or by inserting strips of plastic, wood, metal, or preformed joint material into the unhardened concrete. Sawcut joints can be made after the concrete is sufficiently hard or strong enough to prevent raveling. After the concrete has been jointed, it should be floated with a wood or metal hand float or with a finishing machine using float blades. This embeds aggregate particles just beneath the surface; removes slight imperfections, humps, and voids; and compacts the mortar at the surface in preparation for additional finishing operations. Where a smooth, hard, dense surface is desired, floating should be followed by steel troweling. Troweling should not be done on a surface that has not been floated; troweling after only bullfloating is not an adequate finish procedure. A slip-resistant surface can be produced by brooming before the concrete has thoroughly hardened, but it should be sufficiently hard to retain the scoring impression.


 FOR MORE INFORMATION SEE THE PORTLAND CEMENT WEB SITE AT: http://www.cement.org/basics/concretebasics_concretebasics.asp    

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