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Last modified
1/26/2010 10:10:17 AM
Creation date
10/5/2006 4:35:31 AM
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Floodplain Documents
County
Statewide
Basin
Statewide
Title
Culvert Inspection Manual Supplement to the Bridge Inspectors Training Manual
Date
5/1/1986
Prepared For
Federal Highway Administration
Prepared By
Office of Engineering
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />3-3.2 Categories of Structural Materials. <br /> <br />Based upon material type, culverts can be divided into two broad structural <br />categories: flexible and rigid. Flexible culverts have little structural <br />bending strength on their own. The material from which they are made, such as <br />corrugated steel or aluminum, can be flexed or bent and can be distorted <br />significantly without cracking. Consequently, flexible culverts depend on the <br />backfill support to resist bending. Rigid culverts, however, are stiff and do <br />not deflect appreciably. The material from which they are made, such as <br />reinforced concrete, provides resistance to bending. <br /> <br />3-3.3 Structural Behavior of Flexible Culverts <br /> <br />A flexible culvert is a composite structure made up of the culvert barrel and <br />the surrounding soil. The barrel and the soil are both vital elements to the <br />structural performance of the culvert. <br /> <br />Flexible pipe has relatively little bending stiffness or bending strength on <br />its own. As loads are applied to the culvert, it attempts to deflect. In the <br />case of a round pipe, the vertical diameter decreases and the horizontal <br />diameter increases, as shown in exhibit 21. When good embankment material is <br />well compacted around the culvert, the increase in horizontal diameter of the <br />culvert is resisted by the lateral soil pressure. With round pipe the result <br />is a relatively uniform radial pressure around the pipe which creates a <br />compressive thrust in the pipe walls. As illustrated in exhibit 22, the <br />compressive thrust is approximately equal to vertical pressure times one-half <br />the span length (C = P x ~ or C = P ~ R). <br />2 <br /> <br />~ <br /> <br /> <br />AS VERTICAL LOADS ARE APPLIED <br />A FLEXIBLE CULVERT ATTEMPTS TO <br />DEFLECT. THE VERTICAL DIAMETER <br />DECREASES WHILE THE HORIZONTAL <br />DIAMETER INCREASES. SOIL PRESSURES <br />RESIST THE INCREASE IN HORIZONTAL <br />DIAMETER. <br /> <br />1 <br /> <br />Exhibit 21. Deflection of flexible culverts. <br /> <br />32 <br />
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