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Post tensioned duct void ratios 2

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stevey

Structural
Feb 19, 2003
11
Hello all -

We've run into a slight problem on a bridge job. The contractor mis-read a P/T note on our cross beam plan. Our beam had 4 rows of duct runs (4 duct in each row - 16 ducts total, with the Pj for each row given 21,,092 kN. The contractor read this as 21,092 kN total for all rows, and sized the ducts accordingly. Our reviewer missed this on the shop drawings. One row of ducts (4 total) was to be left empty for later use for a proposed bridge widening.
Since we fortunately have more ducts to work with, the idea is to stuff the ducts with more strands (go from 12 each to 24), which will reduce the desired void from 2.5 minimum to slightly less than 2.0. I'm guessing that the min void area is for constructability, but want to make sure I'm not getting myself in trouble by stuffing more strands in the ducts. We can adjust our grout a bit for easier flow, and fortunately, the strand trajectories are simple parabolic drapes. Is reducing the void ratio an OK thing, or should I reduce the strands and use my empty (widening) ducts?

Thanks

Steve R. Yates
City of Portland Oregon
Office of Transportation Engineering
 
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The desired void ratio requirement is due to the constructability and practicality of the tendon installation and grouting.
Both LRFD and ASD AASHTO specify desired duct area as at least twice the net area of prestressing steel, with the requirement further increased to 2.5 for the pull-through method in the AASHTO LRFD.
As the pull through method is typically applicable for tendons exceeding 400’ in length, this is definitely not required for the crossbeam, which is much shorter.
In my opinion it will be OK to reduce the void ratio to slightly less than two, and adjust the grout mix for the easier flow.
Using the spare ducts right now will make future widening of the bridge difficult, if not impossible.


 
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