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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

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

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

Any thoughts?

Brad Friederichs