Logged in as: Public User

Temporary Concrete Barrier Tie-Down to Concrete with Overlay

Question
State WI
Description Text

I was ask by a construction engineer, if it O.K. to bolt the 12.5-foot temporary concrete barrier to a bridge deck that has an asphalt overlay.

 

Currently, our detail (see attached) does not allow this.  Why does the barrier need to rest on concrete?  If there is an asphalt overlay on the bridge deck, is there some other modification to the design that we should do?

Keywords
  • Temporary Barriers
Other Keywords none
Date August 19, 2008


Response
Response

Our concern with installation the bolt-through tie-down in asphalt is that the asphalt increases the moment arm on the bolt and the corresponding bending stresses. We have come up with a retrofit using a pipe sleeve in the asphalt and concrete that should eliminate this issue. See the attached schematic.

Date August 21, 2008
Attachment Tie-down_through_asphalt_concept.pdf


Contact Us:
130 Whittier Research Center
2200 Vine Street
Lincoln, NE 68583-0853
(402) 472-0965
Email: mwrsf@unl.edu
Disclaimer:
The information contained on the Midwest Roadside Safety Facility (MwRSF) website is subject to change without prior notice. The University of Nebraska and the MwRSF is not responsible or liable, directly or indirectly, for any damage or loss caused or alleged to be caused by or in connection with the use or misuse of or reliance upon any such content, goods, or services available on this site.