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Cal Trans Sign Structures

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Is anyone familiar with Cal Trans sign structure CIDH piles and anchor bolt
layouts?

I am interested in your input with regards to acceptability of anchor bolts
that were not constructed perfectly plumb (1:25 slope) and a slightly
sloping top of CIDH.

Cal Trans is rejecting this work saying that it does not meet plans and
specs but I initially don't see any engineering reason why it should not be
accepted.

Have you heard of situations where Cal Trans has accepted the work as
described above?

Any thoughts?


Brad Friederichs