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TYPES
OF AREAS TO BE PATCHED
Fatigue
Cracks
Description
- Fatigue cracks are commonly called "alligator"
cracks because they resemble the lines on alligator skin.
They are almost always a maximum of 8 inches apart but can
be as small as 1 inch apart. They are almost always present
in an interconnected group. You will seldom see fatigue
cracking in parking stalls.
Causes
- Fatigue cracking is a direct result of excessive bending
of the pavement surface under load. An asphalt surface,
like most other engineering materials, will fail if subjected
to repetitive and/or excessive bending stresses. In pavements,
we call these deflections: the sub-base is damaged or eroded
and can no longer support the surface asphalt and the surface
asphalt begins to crack. Water intrusion into the sub-base
can excel the sub-base erosion and cause deflection to start
sooner.
Significance
- Fatigue cracking can be an indicator of major problems,
depending on the severity, extent and age of the pavement.
On fairly new
pavements, less than 8 years old, isolated fatigue cracking
(less than 8% of the pavement is involved) is often an indicator
of slightly inadequate pavement layers or isolated low compaction.
On that same pavement, an extent of 15 to 20% indicates
more severe problems. Major rehabilitation methods will
probably be needed.
Older pavements
with fairly extensive (15% plus) alligator fatigue cracking
are indicating that they have served their design life and
need "renewal".
Solutions
- If a pavement is over 6 years old, and has only isolated
fatigue cracked areas, then digout and replacement is economical.
The perimeter of the digout must be saw-cut, all existing
materials removed to a depth of 5 inches for vehicle traffic
and 8 inches for truck traffic areas, the existing layer
recompacted and then the digout plugged with asphaltic concrete.
These thickness' may seem excessive but remember, you are
trying to patch a problem area that has failed for undetermined
causes.
If the pavement
is over 10 years old and has followed the general mode of
failure and now has fairly widespread fatigue cracking (15%
plus) of the area, digout repairs alone are seldom cost
effective. The pavement has probably neared its life expectancy,
and more major treatment is needed.
Potholes
Description
- Potholes are severe manifestations of pavement
fatigue cracking resulting in a total loss of asphalt surfacing
in a localized area. This creates a hole in the road. It
is not uncommon to have a pothole extend through or into
the aggregate base.
Causes
- Most pavements susceptible to potholing have a fairly
thin asphalt concrete surface (2 1/2 inches or less) on
an untreated aggregate base. Pavements that have severe
alligator fatigue cracks begin to "pop" pieces out of the
cracked areas, creating a hole.
Significance
- Extensive potholing is an indication of severe structural
problems. If allowed to remain unrepaired, they present
a safety hazard to the user public.
Although rare,
potholing on new pavement occurs when it is substantially
structurally inadequate. Usually, potholes only occur as
a result of other pavement defects.
Solutions
- In the winter, potholes should be temporarily filled with
patch mix to protect against vehicle damage or lawsuits.
In the spring
and summer months, potholes should be permanently patched.
The outside perimeter of the pothole should be saw-cut and
the damaged materials and any temporary patching material
removed to a depth of 6 inches. The edges of the saw-cut
pavement should receive an application of tack coat, and
the hole should be filled with compacted hot asphalt.
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THE
PATCHING PROCESS
Removal
- The area to be patched will be saw cut. The damaged
asphalt within the saw cuts will be cleared to a specified
depth dictated by the type of problem. The existing
layer will be graded level and recompacted. The walls
of the dugout area will have tack coat applied.
Replacement-
Base coat asphalt will be re-installed within the
dugout area and compacted in lifts with industry standards.
A topcoat will be applied, compacted and leveled with
surrounding pavement surface. Finally, rubberized
crack seal will be applied around the patch to ensure
no water intrusion between old and new asphalt.
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