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Deliberately marking and/or clearing UXO must be done before permanent repairs. Usually, EOD personnel are available for clearing operations, but engineers may have to perform this task under some circumstances. Techniques and criteria for maintaining and repairing surface areas is provided in TM 5-624. Office of the Chief of Engineers (OCE) reference documents listed at the end of this manual address repair of bomb crater damage. Support facilities Army engineers are responsible for helping Air Force Prime Beef teams to repair critical air-base support facilities, when such repairs exceed the Air Force’s capability.

In chemical stabilization, soil particles are bonded to form a more stable mass. Additives such as lime, bitumen, or portland cement are used. Because flexible pavements reflect distortion and displacement from the subgrade upward to the surface course, their design must be based on complete and thorough investigations of subgrade conditions, borrow areas, and sources of select materials, subbase, and base materials. Specific information on pavement design is contained in TM 5-330 and 5-337. Dust control and soil waterproofing can be carried out by applying treatment materials in a spray (soil penetrants), a mix (admix), or by laying aggregate, membrane, or mesh as a soil blanket.

Current velocity should be moderate (less than 11 feet per second). ŽNatural holdfasts for anchorages are desirable. Float bridging must be installed far enough downstream from a demolished or under capacity bridge to avoid interference with reconstruction or reinforcement operations. Unstable portions of a demolished bridge and debris that may damage the float bridge should be removed. RAILROAD BRIDGES United States Army railroad bridging is fixed, and is classified as standard or nonstandard.

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