Note: The entire
pavement surface area represents 100% of the section.
Light:
Cracks, usually only transverse, are less than 1/4 inch wide and are not
spalled; block pattern may not be visible yet; sealant is satisfactory if
cracks have been sealed; transverse cracks usually 10 to 20 feet apart.
Moderate:
Block pattern may be visible with blocks 10 square feet or greater present;
cracks are 1/4 inch wide to less than 1/2 inch wide; cracks may or may not
be spalled; transverse cracks usually 5 to 20 feet apart.
Severe:
Cracks may be severely spalled with smaller blocks 2 to 10 square feet present;
cracks usually about 1/2 inch wide or greater; transverse cracks may be
1 to 2 feet apart throughout portions of the surface.
Description: Block cracks
divide the pavement up into roughly rectangular pieces. Block cracking is not
load-associated. Cracks are generally caused by shrinkage of the asphalt concrete
and daily temperature cycling. Wheel path loads can increase the severity of
block cracking if water is allowed to penetrate into the cracks. It is therefore
very important to seal these cracks to prevent water penetration into the base
materials.
* Transverse cracking also
includes reflective cracking, plant mix resurfacing over concrete.
The primary causes of reflective
cracking are movement of the concrete slab beneath the PM resurfacing because
of thermal and moisture changes and faulting at joints. Typically, the reflective
joints are bulged above the riding surface such that the vehicle is riding over
small bumps.
TRANSVERSE
CRACKING (REFLECTIVE)
(Overall Condition)
Note: This type distress
is found only on a bituminous overlay over an existing Portland Cement Concrete
pavement (reflective cracking).
Light:
Cracks usually 1/8 to 1/4 inch wide; sealant is in satisfactory condition
if present; cracks have little or no spalling; joints are usually not bumped
up.
Moderate: Cracks are about
3/8 to 1/2 inch wide; cracks can be moderately spalled; joints may be
bumped up 1/2 to 1 inch high.
Severe: Cracks usually
greater than 1/2 inch wide; cracks are severely spalled; joint may be
bumped up greater than 1 inch high.