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[SEAOC] Crack Width Limitations

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I am a civil engineer working for a precast concrete manufacturing
facility. One of our product lines is a retaining wall system called
Evergreen Walls.The wall consist of interlocking horizontal and vertical
precast elements. The void space is filled with soil. I am writing a
specifications for this product. Do you know of any specific crack width
criteria for this type of application? Also,are there any specific
finishing requirements? I would appreciate any help that you can give


Sidney Dadras
Associated Concrete
Tel: (714)557-7470
Fax: (714)444-4009