Bob,
I know that we talked about this a long time ago (This project keeps getting put on the back burner because of other issues. So, I lose my notes about it.).
What tension and shear values should I put on the anchors located on the attached drawing?
I know that the system was crash tested using asphalt stakes anchoring down the temporary barrier. I'm assuming that it is OK to use the same pattern for anchoring the barrier down on concrete as well.
As I was reviewing the drawing, I did find another mechanical anchor that I would like the strenght requirements for. The mechanical anchors are 5/8"x 4" power fasteners wedge-bolt anchors that attach the top of the cap to the permanent and temporary barrier.
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