Standard Practice for Least Cost (Life Cycle) Analysis of Concrete Culvert, Storm Sewer, and Sanitary Sewer Systems
< div class=" SectionLevel2" > < p class=" subsec1 cdone2" > < span class=" Head3 cdone" > 1.1< / span> & #x00a0 This practice covers procedures for least cost (life cycle) analysis (LCA) of materials, systems, or structures proposed for use in the construction of concrete culvert, storm sewer, and sanitary sewer systems.
< span class=" note cdone" style=" text-transform: uppercase " > Note 1:< / span> & #x00a0 < span class=" note cdone" > As intended in this practice, examples of analyses include, but are not limited to the following: (< span style=" font-style:italic font-weight:normal " class=" overriddenformat" > 1< / span> ) materials-pipe linings and coatings, concrete wall thicknesses, cements, additives, etc. (< span style=" font-style:italic font-weight:normal " class=" overriddenformat" > 2< / span> ) systems-circular pipe, box sections, multiple lines, force mains, etc. and (< span style=" font-style:italic font-weight:normal " class=" overriddenformat" > 3< / span> ) structures-wet and dry wells, pump and lift stations, etc.< / span>
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