§ 10-4-9. CULVERTS AND BRIDGES.  


Latest version.
  • Cross street culverts and bridges shall be designed to the criteria in the following table:
    Table 10-4.2
    Culvert and Bridge Design Criteria
    Street Classification
    Peak Frequencies
    10-Year
    50-year
    100-year
    Local and minor collector
    Runnoff to be conveyed by culvert or bridge under road with no flow overtoppng the road
    Runnoff to be conveyed by culvert or bridge and by flow over the road wit a maximum 6-inch flow depth over the road.
    Runnoff to be conveyed by culvert or bridge and by flow over the road with a maximum 12-inch flow dept over the road.
    Collector, arterial and parkway
    Runnoff to be conveyed by culvert or bridge under road with no flow overtopping the road.
    Runnoff to be conveyed by culvert and by flow over the road with maximum 6-inch flow depth over the road Minimum freeboard for bridges is 2 feet.
    (Ord. passed - - )