ITEM 253 PAVEMENT REPAIR
253.01
Description
253.02 Removal
of Existing Pavement
253.03
Placement of Asphalt Concrete
253.04 Method
of Measurement
253.05 Basis of
Payment
253.01 Description. This work consists of
removing existing asphalt concrete, brick, portland
cement concrete, or aggregate pavement courses; shaping and compacting the
exposed material; and placing new asphalt concrete pavement or aggregate and
asphalt concrete pavement courses.
The
plans show details about the repairs and replacement material.
253.02 Removal of Existing Pavement. The
Engineer will designate the location and limits of areas to be repaired.
Provide the Engineer with aerosol spray paint to outline those areas for
repairs. Repair the full depth of the pavement, unless otherwise shown on
the plans.
Cut
the existing pavement at the limits specified and as necessary to prevent
disturbing or undermining the remaining pavement during removal.
Completely remove pavement in the repair area to the specified depth without
displacing, undermining, or otherwise damaging the remaining pavement.
Dispose of removed pavement according to 202.
253.03 Placement of Asphalt Concrete. Shape and
compact the exposed underlying material as the Engineer directs. Before
placing asphalt concrete, clean all vertical faces of the existing pavement and
coat them with asphalt material according to 401.14.
Place the replacement material in lifts as the Engineer directs.
Thoroughly and uniformly compact each lift using suitable compaction equipment
as the Engineer directs. Finish the final lift flush with the existing
pavement surface.
Thoroughly
compact the final lift using a pneumatic tire roller that conforms to 401.13. As the rolling progresses, add
additional patching material, as necessary, to produce a smooth surface flush
with the existing pavement surface.
Continuously
compact each lift while the material is in a workable condition throughout the
depth of the lift.
Trim
the limits of the repair to form a vertical face 1.5 inches (38 mm) deep from
the surface before placing the final asphalt concrete layer adjacent to the
existing pavement unless the repair is covered with an overlay within 60 days.
If
the Contract does not include resurfacing, seal the perimeter surface of the
repaired areas by applying a nominal 4 inch (100 mm) wide strip of RS-1, RS-2,
CRS-1, or CRS-2 or 702.01 approved PG binder from certified binder list.
After
completing repairs, restore the existing shoulders to the condition that
existed prior to the repair work.
253.04 Method of Measurement. The
Engineer will measure the quantity of Pavement Repair by either the number of
square yards (square meters) or cubic yards (cubic meters) of pavement repaired
in the complete and accepted work, calculated using the dimensions established
by the Engineer. The Engineer will not measure removal and replacement
pavement beyond the designated limits.
253.05 Basis of Payment. Payment
is full compensation for furnishing all materials, including aerosol spray
paint and replacement and restoration materials; cutting, removing, and
disposing of existing pavement; shaping and compacting the exposed underlying
material; placing new pavement; and restoring the shoulders and for all labor,
equipment, and incidentals necessary to complete this work.
The
Department will pay for accepted quantities at the contract prices as follows:
Item
Unit
Description
253
Square
Yard
Pavement Repair
(Square Meter)
253
Cubic
Yard
Pavement Repair
(Cubic Meter)