Welcome to ROSA P |
Stacks Logo
Advanced Search
Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.
Clear All Simple Search
Advanced Search
Innovative solutions to buried Portland cement concrete roadways - Rt. 100 Benton - Clinton & Rt. 2 Veazie : interim report - fourth year, March 2004.
  • Published Date:
  • Language:
Filetype[PDF-1.24 MB]

  • Publication/ Report Number:
  • Resource Type:
  • Geographical Coverage:
  • Abstract:
    Maine has hundreds of miles of highway that were constructed of Portland Cement Concrete (PCC)

    roughly 5.5 to 6.0 m (18 to 20 ft) wide forty or more years ago. Since that time these same highways have

    been paved and widened to 6.7 or 7.3 m (22 or 24 ft) with hot bituminous pavements to accommodate

    increased traffic volumes and enhance roadway safety. Bituminous materials were used in place of

    concrete due to the ease of placement and price of material.

    PCC is a rigid pavement capable of supporting weight with little deflection. In contrast, hot bituminous

    pavement is flexible and will flex 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 m (1 to 3 ft) 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.

    It is the intent of this experimental project to explore various shoulder treatments to increase support of

    the extended roadway and hopefully decrease or eliminate deterioration of the shoulder pavement.

  • Format:
  • Main Document Checksum:
  • Supporting Files:
    No Additional Files
No Related Documents.
You May Also Like: