Chapter 10 – Finishing problems and possible solutions

Finishing Problems and
Possible Solutions
Chapter 10
Chapter Topics
Excessive or insufficient bleeding
Slow setting
Surface crusting
Fast setting
Erratic setting
Sticky concrete
Chapter Topics
Rained-on surfaces
Random cracking
Craze cracking
Excessive or Insufficient Bleed Water
• Because waiting for bleed water evaporation
increases the time needed to finish a slab, it’s
usually best to avoid excessive bleeding and
waiting time.
• Insufficient bleeding can also be a problem
leading to plastic shrinkage cracking and
surface crusting.
Factors that Affect the
Amount of Bleeding
• Slump—High-slump concrete will bleed more than low-slump
concrete if the slump is caused by excess water and not by
• Air entrainment—Non-air-entrained concrete will bleed
more than air-entrained concrete.
• Aggregate gradation—Concrete made with gap-graded
aggregate or coarse sand with not much material finer than
a No. 50 sieve will bleed more than concrete made with sand
that has more fine material.
• Amount of cementitious material in the concrete—
Concretes with low cementitious material contents bleed
Slow Setting
• Increases the window of finishability, but this can have
several disadvantages.
• One of the most important disadvantages is the increased
risk that an unset open surface could be damaged by rain.
• Similarly, plastic shrinkage cracking is more likely, and the
surface may crust over when the site is windy and
temperatures are high.
• In thick sections, slow setting allows fresh concrete to settle
longer, and if reinforcing bars are in the slab, humps or cracks
may appear over the reinforcing bars (subsidence cracking).
Surface Crusting
• Crusting is indicated by the absence of bleed water
sheen on a stiff concrete surface while the underlying
concrete is still soft, like jelly.
• Finishers sometimes assume crusting signals that the
underlying concrete is firm enough to support finishing,
but when they try to finish the crusted surface with a
power trowel, the soft underlying concrete may bulge
beneath the trowel, creating a wavy or cracked surface.
• If finishers wait for the underlying concrete to stiffen,
the top surface is usually too hard to float and trowel to
an acceptably flat surface.
Minimize Surface Crusting
• Keep the temperature difference between subgrade and
concrete temperatures at no more than 20°F.
• Using a fog spray to increase the relative humidity around
the slab. The cooling effect of water evaporation helps
minimize surface drying.
• Spraying an evaporation retarder on the concrete to help
minimize surface drying while finishers wait before starting
to float and trowel.
• Covering the concrete with plastic or burlap between
finishing operations.
• Are water-filled or air-filled bumps on the concrete surface that separate the
concrete surface from the underlying concrete as the concrete is being
• Range in diameter from 1/4 to 1 in. or more, with the skin of the bump being
about 1/8 in. thick.
• Large blisters can often be seen by the finisher during troweling, but under
poor lighting conditions, smaller blisters may not be discovered until they
break after the concrete has hardened.
• Blisters are caused by bleed water or air bubbles trapped under a dense,
troweled surface.
• If the water or air can escape before the concrete surface is sealed by
troweling, blistering is less likely.
• Slow setting and crusting behavior, however, make it difficult to determine
the best time at which concrete can be troweled and straightedged to
achieve the specified flatness and levelness.
Minimize Blistering
• Vibrate the concrete enough to release entrapped air, but not enough to bring a
thick layer of mortar to the surface.
• Don’t use air-entrained concrete for slabs that will be hard troweled.
• Avoid “sticky” concrete mixtures that are the result of entrained air, high fines
content in the cement or fly ash, or too much material in the sand passing the
No. 30, 50, or 100 sieves. These concretes bleed more slowly, increasing the
likelihood of blistering.
• Delay troweling as long as possible, and always keep float blades flat to keep
the surface open.
• Delay troweling as long as possible when the subgrade is cold, the slab is thick,
and the concrete is likely to set from the top down.
• Be especially careful when concrete is placed directly on a vapor retarder. All of
the bleed water has to escape through the top concrete surface, so the
bleeding period may take more time and delay troweling.
• Similar to blisters because they too are a separation between
the surface and the underlying concrete, but are much larger
and can be much deeper.
• Depth can range from 1/8 to 2 in. or more.
• Caused by bleed water or air bubbles trapped under a dense,
troweled surface.
• When delaminations form in floors, thin layers of the surface
may break away from the base concrete, or the delaminations
may be detected only by a hollow sound when the surface is
tapped with a hammer or when a chain is dragged over the
Minimize Delaminations
• Don’t use air-entrained concrete for slabs that will be
hard troweled.
• Delay troweling as long as possible, and keep float
blades as flat as possible to keep the surface open.
• Delay troweling as long as possible when the subgrade is
cold, fly ash is used in the concrete, or the slab is thick.
• Be especially careful when concrete is placed directly on
a vapor retarder. All of the bleed water has to escape
through the top concrete surface, so the bleeding period
will take more time and troweling must be delayed.
Fast Setting
• Often refer to fast-setting concretes as “hot loads.”
• Although the combined effects of high concrete and air
temperatures and delayed concrete discharge can cause
fast setting, it can also be caused by the materials used
in the concrete.
• Prevention is easier than fixing problems with fastsetting concretes.
• Avoid placing concrete that may set too fast if there are
any clues that it is likely to happen.
Erratic Setting
• Some truckloads of concrete set more slowly than the others,
causing localized soft spots in the placement that can cause
finishing problems.
• An accidental overdose of water reducing admixture or retarder can
cause slower setting, as can loads that are wetter than the rest
(higher slump).
• When this happens, finishers must usually work around the slower
setting areas to make sure they don’t seal the surface before the
concrete has finished bleeding.
• This is likely to result in decreased floor flatness (lower F-numbers),
but it is preferable to dealing with possible delamination or
blistering of the surface.
Sticky Concrete
• Concrete that is overly cohesive is more difficult to finish.
• The surface of sticky mixtures is more likely to tear during finishing,
especially when wood floats are used.
• Stickiness can be caused by entrained air, high cement contents, or
over-sanded mixtures and may lead to crusting, blistering, or
• To adjust sticky concrete that crusts, eliminate entrained air unless
it’s needed for durability, reduce the amount of sand by 100 to 200
lb/yd3, and ensure proper vibration.
• Insufficient vibration of sticky mixtures doesn’t adequately release
entrapped air, and over-vibration brings excessive fines to the
surface. Either result invites crusting or blistering.
Rained-On Surfaces
• Prepare to take act if rain is possible
• Rolls of plastic sheathing to protect fresh
• Don’t finish rain water into the concrete
• Remove excess water with squeegee after rain
stops before finishing resumes
Causes of Random Cracking
• Placing slabs on a rutted or uneven base that restrains
movement and results in thin spots in the slab.
• Sawing contraction joints that aren’t deep enough.
• Sawing contraction joints too late.
• Overloading the slab with heavy equipment before it has
gained enough strength.
• Spacing contraction joints too far apart.
• Reentrant corners in the slab.
Craze Cracking
• Shallow hairline cracks that occur mostly on troweled
• Barely visible, except during drying of hardened concrete
after the surface has been wet.
• Caused by the cement paste at the surface drying and
shrinking faster than the underlying concrete.
• Finishers can take some steps to minimize craze cracking,
but on hard-troweled floors it may be difficult to prevent
them because the repeated troweling passes bring more
paste to the surface.
• Differences in color of adjacent placements made on different days, even with
the same concrete materials and proportions.
• Differences in hot and cold weather concretes, when floors are being placed
in the spring or fall when temperatures vary from day to day.
• Changes in portland cement, fly ash, or slag cement sources or the use of
calcium chloride as an admixture.
• Differences between areas finished by hand because of numerous
penetrations that don’t permit machine finishing and areas that are machine
• Repeated machine troweling passes that burn the surface to varying degrees
• Differences in curing methods.
• Concrete cured with plastic sheeting often looks mottled (dark and light
• Development of a soft, powdery material that can be
easily rubbed off the surface of hardened concrete.
• The most common cause is carbon dioxide in the air
interfering with cement hydration during the first 24
hours after placement.
• A high carbon dioxide level in the air may be caused by
using unvented heaters and gasoline powered
equipment in an enclosed area when the concrete is
placed during cold weather.
• When the edges move upward because the top of the slab
dries and shrinks faster than the bottom of the slab.
• Cooling of the slab surface may also cause curling.
• Curling is most pronounced at construction joints without
dowels but may also occur at contraction joints or at crack
• When the edges move upward, support from the subgrade or
subbase is lost and cracking may occur parallel to the joint or
at the corners.
• Even if the slab doesn’t crack, curling causes bumps in the
floor that may interfere with forklift traffic.
• Local flaking away of the hardened concrete.
• Depth of scaling is usually about 1/8 in., although
severe scaling to a depth of 3/4 in. sometimes occurs.
• Scaling of concrete slabs is caused by freezing and
thawing of the concrete, particularly when deicer salts
are used.
• Use of air-entrained concrete will greatly reduce the
chance of scaling caused by freezing and thawing and
deicing agents.

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