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Lap Splicing

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I just would like to gain insights on the following.
1) Class B lap splice in re-inforcing bars means that staggered splicing not required.
2) Can lap splicing be done on any span of a 4-span continuous girder (actually a tie girder) with the conditions as:
      2.1) Span lengths are equal (6 meter each).
      2.2) Designed member size is equal all throughout the spans., i.e., Span 1 is girder size is equal to Span 2 until the 4th span.

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