Innovative solutions to buried portland cement concrete roadways : first interim report.
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2000-05-01
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Abstract:Maine has hundreds of miles of highway that were constructed of Portland Cement
Concrete (PCC) roughly 6 to 6.1 meters (18 to 20 feet) wide forty or more years ago. Since that
time these same highways have been paved and widened to 6.7 or 7 meters (22 or 24 feet) with
hot bituminous pavements to accommodate increased traffic volumes. Bituminous materials
were used instead of concrete due to the ease of placement and price of material.
PCC is a rigid pavement capable of supporting weight with little deflection. Hot
bituminous pavement is flexible and will bend to distribute weight across the roadway. When
the highway is expanded beyond the concrete slab there is a sharp decrease of support for this
bituminous pavement resulting in settlement over prolonged use. This settlement may also be
compounded by poor drainage capabilities of the underlying soils causing the unsupported
pavement to drop lower than the existing height of the concrete supported pavement. This
creates a longitudinal crack aligning with the concrete slab edge about 0.3 to 1 meter (1 to 3
feet) from the right edge of pavement. Pavement to the right of this crack deteriorates to the
point where maintenance crews attempt to smooth it out with cold patch year after year. Paving
over the entire roadway is an option but, due to reflective cracking, the edge of pavement begins
to deteriorate within 2 or 3 years.
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