Table of Contents

Frequently Asked Questions

I had a new concrete driveway put in at my house last November.  Is it ok to use calcium chloride to control ice?

No.  Deicing chemicals should never be used on any concrete, especially new or recently placed concrete.  For this first winter, we would suggest using clean sand for traction.  Concrete placed late in the fall doesn’t have adequate time to gain strength and durability before exposure to freezing and thawing.

Curing and sealing are essential to the long-term durability of your concrete.  Curing is a process performed on freshly placed concrete to keep moisture in.  Sealer is applied to older concrete to keep moisture out.  Insist that your concrete contractor does both!

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Can you tell me more about “curing” concrete?

In my opinion, curing is the most misunderstood part of the art known as concrete finishing.  Curing is the process of maintaining moisture in concrete following placement.  As long as moisture is present, concrete will continue to develop strength and durability.

Wet curing requires you to keep the concrete constantly wet for a minimum of seven days.  This is most commonly done with wet burlap that is kept saturated throughout.  Applying a membrane-forming curing compound is another method and a little less demanding than covering with wet burlap.

The quality of concrete can be severely damaged by improper or inadequate curing even though the concrete was properly proportioned, mixed and placed.  Concrete allowed to dry without curing will never reach its designed strength or provide the necessary freeze-thaw resistance needed to withstand our winter climate.  

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Can I pour concrete in the winter?

Concrete can be placed year round and most ready-mix producers are open through the winter to service industrial and pre-cast needs as well as the occasional footer.  In our case, Smith Concrete also sells a good quantity of limestone and gravel through the winter months.

If you want to put in a driveway and you have a choice between getting it done the second week of hunting season or waiting until spring, I would certainly recommend postponing until April to place any exterior concrete.  Concrete placed late in the season (after October 15) may take up to six months to properly cure and develop the durability it needs to resist freeze-thaw cycles.  It takes 28 “curing days” (a day averaging 70 degrees Fahrenheit) for concrete to reach its designed strength.

Be prepared to spend a lot more money for concrete construction in the winter months.  Protecting the ground from freezing prior to placement and then covering the concrete after placement are critical to the success of the product.  Also, expect to pay as much as $10 more per yard during the winter months.  This additional charge covers the cost for hot water, concrete accelerator and even an extra half bag of cement to speed the setting of the concrete.

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I was planning spring construction of a new driveway and had heard about putting fibers in the concrete.  Do fibers work?

Fiber reinforcement is very popular because synthetic fibers are affordable, easy to use and effective in reducing and controlling cracks.  Fibers are an alternate system of nonstructural, secondary reinforcement.  That’s a mouthful, but many homeowners mistakenly want to replace structural reinforcement (rebar) with fibers.  On the contrary, fibers are a replacement for wire mesh.

The benefit of using fiber versus wire is the three-dimensional reinforcement fibers provide as compared to the wire, which most often ends up on the bottom of the slab.  To be effective in crack control, wire must rest in the top third of a slab.  Fibers are added into the concrete at the batch plant in dosages of 1.5 pounds per cubic yard, and are dispersed throughout the entire load of concrete.

Fibers reduce plastic shrinkage cracks are form during the critical hours of curing and reduce microscopic cracks that in time turn into bigger cracks.

Economically, fibers cost a little more per square foot than wire reinforcement.  However, there is no labor cost associated with fibers since they are added at the concrete batch plant.

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When the snow melted, I noticed several spots on my driveway where I can see the rocks underneath.  What is this?

It sounds to me like you are talking about “scaling” – the loss of surface mortar exposed to freezing and thawing.

Scaling is most prevalent in new concrete (less than a year old) and we see more of it following a severe winter.  But, concrete doesn’t have to scale.  The right concrete mix (4000 PSI minimum with good, sound aggregates and purposely entrained air voids) can withstand even the harshest winters.  But, the concrete must be placed properly.  

  • Avoid too much water in the mix (4-inch maximum slump) because scaling problems are most often related to high water/cement ratios.
  • Wait until all the bleed water comes to the concrete surface before finishing.
  • Don’t add water to the surface as a finishing aid.
  • Cure promptly.
  • Allow a month for air-drying before the first exposure to freezing and thawing.  Also, proper drainage is critical because saturated concrete is more susceptible to deterioration than dry concrete.

Scaling is normally not a problem with “bad” concrete.  If the concrete were bad, the deterioration would be throughout the entire slab.

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What is the difference between cement and concrete?

That is a great question because our culture often incorrectly uses those words interchangeably.  We’ve all heard someone say “cement floor” or “cement truck” when they should have said “concrete floor” or “concrete truck.”

Cement is a dry powder that reacts chemically when mixed with water.  In this process, called hydration, the cement and water form a paste or glue that, when added to sand and gravel, will bind or adhere the aggregates together to make concrete.  By itself, cement has no strength.

The best analogy I’ve heard is that cement is to concrete like flour is to cake.

The old rule of thumb for making concrete is 3-2-1 (three parts gravel, two parts sand and one part cement).  Then add enough water to make the mix workable.  The amount of water used will impact the strength and durability of the concrete.  This 3-2-1 system is still practical today and with the advent and improvement of chemical admixtures, it is now possible to economically produce concrete which is stronger and more durable than that produced 20 years ago.

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Why does concrete crack?

Concrete, like other construction materials, contracts and expands with changes in moisture and temperature, and deflects depending on load and support conditions.  Cracks can occur when these movements are not compensated for in design and construction.

Concrete is at its greatest volume when it is being placed.  Although one of the main ingredients in concrete is water, only a small amount of water is needed to hydrate the cement particles.  The rest of the water is called “water of convenience.”  This water of convenience makes the concrete placement possible.  However, this extra water must either bleed from the concrete or evaporate out.  As the concrete dries, it shrinks, causing cracks.

Cracks occur for many reasons:  Lack of isolation and contraction joints; improper sub-grade preparation; use of high slump concrete; poor finishing practices and inadequate or no curing.

All concrete has a tendency to crack and it is not possible to produce crack-free concrete.  Most random cracks, although unsightly, rarely affect the integrity or the life of the concrete.

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Explain “plastic shrinkage” cracking.

Plastic shrinkage cracking occurs while concrete is still in a plastic, or workable, condition rather than in a hardened state.  Thus, plastic shrinkage cracks develop when the concrete is very new.

Plastic shrinkage cracks are very disturbing to those not familiar with concrete because they appear so quickly and are so unsightly, but in reality, they are the least harmful of all cracks.  I must also emphasize that plastic shrinkage cracks are not the result of bad concrete.  These cracks are most often weather related and can be minimized by proper finishing.

Concrete cracks because it undergoes a volume change as it dries.  Plastic shrinkage cracks occur when the surface of the concrete dries out before the rest of the slab.  This happens on dry, windy days when there is little or no humidity and the rate of evaporation of surface moisture exceeds the rate at which it is being replaced by bleed water.  This causes shrinkage of the surface.

Most concrete producers can predict the days where concrete finishers may experience plastic shrinkage crack problems.  We like to say that if the weather is beautiful outside (warm and windy with low humidity), then any exterior concrete being placed is at risk for plastic shrinkage cracks and precautions must be taken.  Those precautions include building windbreaks, using evaporation retarders, dampening the sub-grade and curing promptly and properly.

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Explain “drying shrinkage” cracking.

Newly placed concrete has the largest volume that it will ever have.  As it dries, it shrinks.  Shrinkage tendency is increased by excessive drying and/or significant drop in temperature that can lead to random cracking if steps are not taken to control the location of the cracks.

I have heard many concrete finishers “guarantee” that the concrete they have placed will crack.  In essence, that is the truth.  However, the art of finishing is to control where those cracks occur by properly placing control joints.

When we cut joints in concrete we are creating areas of weakness where we want the concrete to crack.  Spacing of these joints and depth of the cut are both important factors.

A good rule of thumb for joint spacing is 30 times the thickness.  Using this rule, in a five-inch thick slab, joints should be 12 to 13 feet apart.  Joints should be cut ¼ the depth of the slab.  In the case of the five-inch thick slab, joints should be cut 1-1/4 inches deep.

If you want to eliminate random drying cracking, there are no exceptions to these rules.  Garage and basement floors are just as susceptible to random cracking as driveways and sidewalks.  If your contractor does not cut joints in your garage floor, it will crack.  Structurally, that crack won’t hurt anything, but it will be unsightly.

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What are isolation joints?

Control joints are constructed (either sawed or tooled) to create planes of weakness in the concrete so that cracks will occur at the desired location.  Remember the rule of thumb for control joint spacing is 30 times the thickness of the slab.  Another rule is that joints should be cut one quarter of the depth of the slab.  Keep in mind that we’re trying to make the concrete crack in the joint and proper depth of the cut helps insure this.

Isolation joints are used to separate or isolate slabs from other parts of the structure such as walls, footings or columns and driveways and patios from sidewalks, garage floors, light poles or any other obstruction.  Isolation joints permit movement of the slab and help minimize cracking caused when movement is restrained.

Random cracks will often occur off of floor drains or posts.  Ideally, isolation joints would be employed in these situations.  If you feel it is not practical to use isolation joints, be aware that these are areas prone to cracking.  Another area where random cracking is likely to occur is when a sidewalk takes off at an unusual angle.  You may have to revise your joint spacing plan to accommodate areas susceptible to cracking.

Remember that cracks rarely affect the structural integrity of your concrete, but they are unsightly.

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I was thinking about using colored concrete on a patio.  Do you have any recommendations?

Please call Smith Concrete and we can recommend several concrete finishers with colored concrete experience.

To my knowledge, there are two ways to color concrete.  1.  Integral coloring is where the tint is added to the concrete at the batch plant.  2.  Dry-shake coloring is where tint is sprinkled onto the concrete surface and troweled in as part of the finishing process.

Integral coloring is very expensive.  Certain colors such as black, red or brown will double the price of a yard of concrete.  Other colors, like blue or green, can be four or five times as expensive.  Dry-shake coloring is a little less expensive but more labor intensive for the finisher.  The only drawback to surface coloring is that if a blemish occurs or a rock pops out, the concrete underneath is the traditional gray.

My best advice is to hire a finisher and a concrete producer experienced with color concrete.  Colored concrete is much more sensitive than “normal” concrete.  Every load must be batched consistently or you risk having a patio of different shades.

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I saw a brochure on stamped concrete and thought I might like to build a driveway using that technique.  Do you have any suggestions?

Please call Smith Concrete and we can suggest several local concrete finishers whose expertise is stamped concrete.  I hope you realize that you will pay considerably more for this process, but in my mind it is certainly worth it.

From a concrete producer’s viewpoint, there is not much difference between delivering a load of normal gray concrete or a load that will be stamped and end up looking like beautiful red brick.  Some of the more experienced finishers my alter the amount of gravel or sand to best suit their needs.

Stamped concrete does a wonderful job of hiding flaws often found in everyday concrete.  Cracks are sometimes not as noticeable (even though they are still there) and surface blemishes or aggregate popouts aren’t as visible.  Concrete is a building material that has a primary function of getting you out of the mud.  Stamped concrete is an architectural product designed to be aesthetically pleasing as well as functional.

I love stamped concrete and believe it is worth the cost.

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My recently placed driveway has light and dark areas.  Why?

The cause might be in the mix, the finishing, or the curing.  Regardless of the reason, time, wear and weather normally lessen color differences.

Excessive bleeding (often caused by extra water) produces a lighter surface while low water/cement ratios darken a surface.  Two adjacent slabs placed a day apart may look different because they were placed at different slumps.

A main culprit of spots is the use of calcium chloride.  Calcium-based concrete accelerators tend to darken the surface while bagged calcium chloride – if not completely dissolved before being introduced into the concrete – will produce dark spots.

Early troweling on wet surfaces lightens color while extended hard troweling darkens a surface, especially if the concrete contains calcium chloride.  Finally, curing darkens color, but, more importantly, improves durability.

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My sidewalk is cracking and chipping.  Three pads need replaced.  Should I hire someone to fix it or can I do it myself?  How much can I expect to spend?

You can do it yourself or you can hire it out depending upon you level of ability and your budget.  Personally, I would recommend that you call a local concrete contractor to professionally do the work.  Placing concrete is hard work and it can become even more challenging as the days get hotter.  Remember, concrete is a perishable product and needs to be placed within 90 minutes of batching.

As far as cost is concerned, 4000-PSI concrete (which we recommend for all exterior concrete) costs in the range of $70 per yard depending upon delivery location.  Concrete finishers normally charge by the square foot to form, place and finish concrete.  Obviously, you can do it cheaper if you do the work yourself, but can you do it better?

Why is your concrete cracking and chipping?  Is it old or was there a problem the first time it was done?  These are questions a concrete contractor can answer.  From a concrete producer’s standpoint, we suggest using fiber reinforcement in all exterior concrete and please don’t forget to cure and seal the concrete.

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I’ve heard people refer to chemicals in concrete.  Why would you put chemicals in concrete?

Admixtures are natural or manufactured chemicals which are added to the concrete before or after mixing.  Admixtures are used to give special properties to plastic or hardened concrete.

Air entrainment is the most common admixture.  Air-entraining agents are liquid chemicals added during mixing to produce microscopic bubbles in the concrete.  These bubbles improve the concrete’s durability and increase its resistance to damage from freezing and thawing.  All exterior concrete should be ordered “with air.”

Water reducers are another common admixture found in most everyday concrete.  Water reducers are used to achieve a higher slump with the same water content.  Excess water is very damaging to concrete.  Water reducers provide workability without the harmful effects of extra water.

A high-range water reducer, called a superplasticizer, is the concrete industry’s answer to sliced bread.  Superplasticizers reduce the water content of a given mix up to 25 percent, which increases strength.  A normal dosage of superplasticizer will turn a three-inch slump into an eight-inch slump, providing more workability and pumpability.  In 60 to 90 minutes, the concrete will return to its original slump.  Superplasticizers are expensive, but they are worth every penny.  They can prevent a variety of sins caused by an overused water valve.

Other frequently ordered admixtures are retarders (used in hot water) and accelerators (used in cold weather).  Please contact Smith Concrete for recommended dosages of these chemicals.

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What are crazing cracks?

Crazing cracks are sometimes referred to as map or pattern cracks because the cracking resembles a road map.  Crazing is the development of a network of fine random cracks on the surface of concrete caused by shrinkage of the surface layer.

To prevent crazing, start curing the concrete as soon as possible.  Curing retains the moisture required for the proper reaction of cement with water.

Use moderate slump concrete.  If you need additional workability, request water-reducing admixtures.

Never sprinkle or trowel dry cement on the surface of plastic concrete to absorb bleed water.  Do not sprinkle water on the slab to make finishing easier.  Do not perform any finishing operation while bleed water is present on the concrete surface.

When high evaporation rates are possible, lightly dampen the sub-grade prior to placement to prevent it from absorbing too much water from the concrete.

Crazing cracks develop at an early age and are most readily visible when the surface is wet.  They are particularly conspicuous when concrete contains calcium chloride – an additive used to accelerate the set of the concrete.  Crazing cracks to not affect the structural integrity of the concrete nor do they affect long-term durability.  However, they may cause concern to someone who has not seen this situation before.

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How do I know if I’m ordering the right amount of concrete?

This is a great question and one that is mathematically easy to answer.  However, in the real world of construction, someone always comes up a yard short and the agony begins for the concrete dispatcher who is short on available trucks as well as the finishing crew that has six guys standing around.

To determine how much concrete you need, simply multiply length x width (square footage) x depth (cubic footage).  A 20 x 20 slab, five inches thick equals 400 square feet or 168 cubic feet (20 x 20 x .42).  Since there are 27 cubic feet in a cubic yard of concrete, divide 168 by 27 to get 6.2 cubic yards.

This is where things get interesting.  Most commercial contractors add anywhere between five and 10 percent for grade variations and then order their concrete.  The difference between five and 10 percent on the above example is the difference between 6.5 yards and 7 yards.

Many who have come up the proverbial “yard short” claim their pour was exactly on grade.  That is often a point of contention after the fact.  But the truth is that a ¼ inch variance in the above example (5-1/4 inch depth rather than 5-inch) translates into more than a ¼ cubic yard error in ordering.

Please be as precise as possible when measuring and realize how small grade variations can add up, especially on larger pours.  Also, do your concrete supplier and your work crew a favor by ordering enough concrete to complete the job.

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Can you tell me what I have to do to get a driveway ready for concrete to be poured?

The first decision you must make is whether you will do the job yourself or hire a concrete contractor.  Many contractors can be hired to do nothing but finish concrete.  This leaves all the preparation up to you.  Or, you may ask the contractor to give you a price to form, place and finish the concrete.

In preparing for concrete, make sure the sub-grade is free of all soft spots.  If you leave a wet area, you’ll notice it when your concrete is placed and it could cause you grief down the road.  Make sure your drainage is adequate.  You don’t want to realize you have a problem when puddles form on your new concrete.

Develop a control joint plan.  Remember that joints should be cut (both vertically and horizontally) approximately 30 times the thickness of the slab.

Buy curing compound and have a sprayer on hand to apply the curing.  If you choose to use wet burlap, have the burlap ready so that the concrete can be covered immediately after finishing.

Watch the weather.  As an insurance policy you should have plenty of plastic available to cover your concrete in case a storm comes up before the concrete is finished.

There is much more to building a driveway than ordering concrete.  Preparation and planning are critical.  Placing concrete is hard work, especially as temperatures rise.

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Summer is approaching.  What precautions need to be taken this time of year when planning to place concrete?

Hot weather must be taken into account when planning concrete projects because of the potential effects on fresh and recently placed concrete.  High temperatures alone cause increased water demand which, in turn, results in lower concrete strength.  Higher temperatures can also cause loss of entrained air in concrete, which could affect long-term durability.

High temperatures, high wind velocity and low relative humidity can affect fresh concrete in two ways.  One, the high rate of evaporation may cause early plastic shrinkage shrinkage.  Two, the evaporation rate can remove surface water necessary for hydration unless proper curing methods are employed.

If you decide to tackle your project in the heat of the summer, make sure you have adequate manpower to quickly place, finish and cure the concrete.  Limit the addition of water at the jobsite.  Excess water is always detrimental to concrete.

Talk to your ready-mix supplier about fly ash and/or retarder.  Both products slow the heat of hydration and are beneficial summertime additives.

Begin final finishing operation as soon as the water sheen has left the surface.  Then, start curing as soon as finishing is completed.  Continue curing for at least three days.  Wet burlap is the best way but you must keep the burlap continually wet.  You don’t want periods of dry followed by periods of wet.  Liquid membrane curing compounds are also effective at keeping moisture in the slab.  White pigmented curing compounds reflect heat away from the concrete surface.

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What is flowable fill?

Flowable fill – also referred to as controlled density fill, low strength mortar or lean concrete backfill – is a self-compacting, low strength material with a flowable consistency that is used as an alternative to compacted granular fill.

A good flowable fill mix is made up of cement, large quantities of fly ash, sand and enough water to make the mix self-leveling.  Mixtures with entrained air in excess of 20 percent are also used to keep strengths low.

Flowable fill is an economical alternative to compacted granular fill, considering the savings in labor costs, equipment and time.  Since it does not need manual compaction, trench width or the size of excavation is significantly reduced.  Placing flowable fill does not require people to enter an excavation, which can be a major safety concern.

If the material is going to be excavated at a later date by mechanical means (a backhoe), then the ultimate strength of the flowable fill should be kept below 200-PSI.  For manual excavation, the ultimate strength should be less than 50-PSI.    Compressive strengths of 50 to 100-PSI provide an allowable bearing capacity similar to well-compacted soil.

Please call Smith Concrete if you believe you have a situation where flowable fill might be a practical solution.

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What is the most common concrete complain?

Random cracking is by far the most common concrete “problem” as perceived by the do-it-yourself concrete finisher.  Earlier, we identified various types of cracks and reasons those cracks occurred.  In all those discussions, I finished by saying that most cracks will not affect the structural integrity of the concrete but that they are unsightly.

Most veteran concrete finishers and commercial contractors understand concrete and why and where it will crack.  The inexperienced finisher often doesn’t understand why concrete cracks (it shrinks) or how to control where it cracks (contraction joints).  The resulting random cracking then raises unfounded questions about the quality of the concrete.  Ready-mix producers can batch the best cubic yard of concrete ever produced, but if the proper precautions are not taken, it will crack and often in the most undesirable location.

A much more severe “problem” than cracking is scaling.  Scaling involves the actual loss of surface mortar and is most prevalent with new concrete in conjunction with a bad winter.  Scaling can be caused by lack of curing, exposure to de-icing chemicals, excessive water in the mix or the use of a non air-entrained mix in concrete which will experience freezing and thawing.

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What is water/cement ratio and what impact does it have on concrete?

Water/cement ratio refers to the weight of water divided by the weight of cement in any given concrete mix.  For example, in an Ohio Department of Transportation Class C concrete mix, there is 600 pounds of cement and 300 pounds of water (36 gallons) for a water/cement ratio of .50 (300 divided by 600).

It is important to note that when we talk about weight of water that we are talking about total water in a mix and not just batch water.  Moisture is present in both gravel and sand and must be compensated for when discussing W/C ratio and when batching a yard of concrete.

In my opinion, water/cement ratio is the most critical factor in controlling strength and durability of concrete.  Most experts state that all concrete exposed to freezing and thawing should have a water/cement ratio under .50; many commercial specifications say it should be under .45; and most bridge decks are specified under .40.  But what do these numbers mean to you and your driveway?

During the summer months, the water valve on a concrete mixer becomes very enticing.  As the temperatures increase, it becomes more difficult to place four-inch slump concrete.  But, each addition of water to a properly batched yard of concrete increases the water/cement ratio and decreases the long-term durability of your concrete.

The solution, instead of the water valve, is chemical admixtures.  Mid-range water reducers and superplasticizers provide workability without affecting water/cement ratios.

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I was helping a neighbor pour a driveway and it seemed like he added a lot of water to the load of concrete.  What will this do to the concrete?

It is a ready-mix concrete supplier’s responsibility to deliver concrete with the appropriate slump to a job.  In most cases, mixes are designed to be placed at a four-inch slump.  The problem lies in the fact that there is a big difference between four or five-inch slump concrete and concrete that is self-leveling.

To answer your question, I’m going to assume that the concrete supplier delivered the proper mix to the job with the right slump.  Then, the addition of water starts a snowball effect of bad things that can happen to the concrete.  

  • One gallon of water per yard will increase your slump approximately one inch.
  • One gallon of water per yard will reduce the compressive strength by as much as 200 PSI.
  • One gallon of water per yard will waste the effect of 25 pounds of cement.
  • One gallon of water per yard will increase the shrinkage potential by 10%. (Shrinkage is the cause of most cracking.)
  • One gallon of water per yard will decrease the freeze-thaw resistance by 20%. (Freeze-thaw resistance keeps the concrete from scaling.)

If more workability is needed, consider using superplasticizer.  Also, remember concrete was not designed to be self-leveling.  Finishing concrete of the proper slump is hard work.

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What can I do to insure that the new concrete driveway I’m having poured provides me with years of trouble-free service?

I would suggest that you check references and inspect the work of the person you hire to place your driveway.  If you call your local ready-mix concrete supplier, they will be glad to provide you with names of reputable concrete finishers who perform quality work.

Other than hiring the right person to do the job, and equally important part of your insurance policy is curing the concrete.  Concrete allowed to dry before curing will never achieve its designed strength or durability.

Curing is essential, but it is absolutely critical during the heat of the summer.  We would suggest either covering with wet burlap for three days minimum (seven days is better) or spraying a liquid membrane curing compound on the freshly-placed concrete.  If you choose to cure using wet burlap, we would then suggest air drying the concrete for a month before applying a good concrete sealer.  Depending upon the curing compound you choose, we would suggest the same procedure.  Smith Concrete sells a product that doubles as a curing compound/sealer and keeps you from having to make a second application.

We also recommend resealing your driveway every other year and avoid using salt or other de-icing chemicals during the winter months.

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You’ve mentioned 4000-PSI concrete several times.  What do you mean by PSI?

The compressive strength of concrete is expressed in pounds per square inch (also referred to as PSI).  Strengths are measured using six-inch diameter and 12-inch high test cylinders.  Strength is normally tested at 28 days, but some jobs might require a 24-hour or 7-day strength measurement.

4000-PSI means the concrete in discussion can withstand in excess of 4000 pounds of lead per square inch without crushing.

Most general-use concrete has a compressive strength between 3000 PSI and 5000 PSI.  High strength concrete is defined as concrete with a compressive strength of at least 6000 PSI.  Compressive strengths of 20,000 PSI have been achieved in some high-rise building applications.

In this area, most footers are poured using 3000 PSI concrete.  We recommend that any concrete exposed to freezing and thawing be at least 4000 PSI.  Smith Concrete’s “perfect” driveway mix would be 4500 PSI with fiber reinforcement and a mid-range water reducer to provide slump followed by the application of a proper curing compound.

Today most concrete is ordered and delivered using a strength designation rather than specifying a five or six-bag mix.

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I had some concrete poured last summer and I now notice several small pits on the concrete surface.  Have you seen this before?

It sounds to me as if you are describing what we call a “popout.”  Popouts are caused by pieces of porous rock, such as chert, lignite or shale, that absorb enough water after concrete placement to be saturated.  When the saturated aggregate particle freezes, it fractures due to internal pressure causing the mortar surface to rupture.

Popouts normally range in size from about ¼ inch to several inches in diameter, and usually a portion of the aggregate that caused the popout remains at the bottom of the hole.  Popouts tend to very random in size and location.  Scaling, on the other hand, is the general loss of surface mortar due to freezing and thawing.  It is normally more widespread and troublesome.

The ready-mix suppliers in this area use state approved aggregates in their respective concrete mixes.  However, even aggregates meeting applicable standards may contain enough deleterious materials to cause some popouts.

From a concrete finishing standpoint, two things can be done to keep popouts to a minimum.  Place the concrete as dry as possible and cure promptly.  Since these materials are lighter than normal-weight aggregates, they tend to float to the surface.  This popout potential is made worse when the concrete is placed excessively wet.

Popouts are considered a cosmetic detraction and generally do not affect the service life of the concrete.

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Fiber Reinforced Concrete vs. Wire Mesh

Do you know your actual on-grade reinforcement costs?

For 10-gauge wire reinforcement:

                       Material Cost                                                                                       $ .073 per square foot

                        ($55.00 per roll/750 square feet per roll)

                       Labor/Placement Cost                                                                          $  ??? per square foot

For fiber reinforcement:

                       Material Cost                                                                                       $ .093 per square foot

                        ($7.50 per cubic yard.  One cubic yard covers 81 square feet @ 4" thick)

                       Labor/Placement Cost                                                                          $ 0.00 per square foot

For $7.50 per cubic yard, you get three-dimensional reinforcement, improved durability and greater impact resistance with no additional labor costs.  The fiber reinforcement is added at the concrete batch plant with a dosage rate of one 1.5 pound bag per cubic yard of concrete.

Use Synthetic Fibers:

  • because of ease of placement (no labor costs)
  • as an alternate system of nonstructural secondary and/or temperature reinforcement
  • to reduce plastic shrinkage cracks which form during the critical hours of curing
  • to lower the permeability of the concrete
  • to reduce concrete cracking as a result of plastic settlement
  • to reduce micro cracks which over time turn into macro cracks
  • to increase impact, abrasion and shatter resistance in the concrete

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