Do you have information on a design variation of this AGT of a median barrier connection?
Or I guess a more basic question would be; do we have a median barrier version of the MGS?
Here is the information that we have to-date for MGS in medians. Years ago, we did a median transition to a Missouri Single-Slope Median Buttress under 350. Using new transition technologies, we could likely do the same on a median concrete buttress.
http://mwrsf-qa.unl.edu/view.php?id=1094
https://tti.tamu.edu/publications/catalog/record/?id=39225
http://mwrsf-qa.unl.edu/view.php?id=779
http://mwrsf-qa.unl.edu/view.php?id=713
http://mwrsf-qa.unl.edu/view.php?id=423
http://mwrsf-qa.unl.edu/view.php?id=714
http://mwrsf-qa.unl.edu/view.php?id=459
http://mwrsf-qa.unl.edu/view.php?id=1108
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