Reinforced Concrete Retaining Wall Standard Detail

Ers that appear as 2010 standard plans or revised standard plans are. For soldier pile and soldier pile tieback walls with concrete fascia panels expansion joint spacing should be 24 to 32 feet on centers. A slender section can be used in this retaining wall the tensile stresses within the stem and the base is resisted by steel reinforcement.

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Retaining wall details no. Retaining wall reinforced concrete cantilever sd 7 01. This type of walls has vertical stem monolithic with the base. Retaining wall details no.

Retaining wall type 6 case 1 b3 7a. 2 5 clear to strength steel 5 12 rather than the designed 5 10 bending strength of the section has been reduced by about 16. Expansion joints are not permitted in footings except at bridge abutments and where the substructure type changes such as locations where spread footing to pile footing occurs. Strength of reinforced concrete sections amount of rebar a s the project calls for 5 10 and 5 12 are used.

Retaining walls type 1 1a 5 and 6 crib walls made of reinforced concrete or steel ers that appear as bridge standard details are retaining walls type 7 modified retaining walls supporting sound walls type 1sw series and type 5sw series and type 7sw series mechanically stabilized embankment mse. Strength reduced from 136 7 to 114 9 in kips. Retaining wall masonry cantilever sd 7 02. Reinforced concrete crib wall types a b and c header and stretcher details.

Reinforced concrete cantilever types of retaining wall are recommended for heights up to 7 m.

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