Logged in as: Public User

MGS Deflection Reduction

Question
State UT
Description Text

Its it possible to reduce the MGS deflection to 12 inches
measured from back of post to hazard?  Such as nested rail with quarter
post spacing or use larger posts similar to w-beam to parapet transition
designs?



 



Thank you for your time,

Keywords
  • Guardrail
Other Keywords none
Date May 3, 2016


Response
Response

We do not have any data to support the reduction of the MGS deflection to the level of 12 inches measured from back of post to hazard. During NCHRP 350 TL-3 testing of the MGS, we evaluated a ΒΌ post spacing system that had a dynamic deflection of 17.6” and a working width of 36.7”.

 

The working width value is taken from the front face of the guardrail. As such, this would correspond to a clear distance from the back of the post to the hazard of only  15.4”.

 

There is potential to further reduce that deflection through the use of larger posts and or nested guardrail. However, we have not developed that kind of system to date. In order to determine what the deflection reduction would be and the effect on the overall performance of the barrier, further analysis and/or crash testing may need to be conducted on a modified system. 

Date May 5, 2016


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.