Precast beam/temp. barrier connection detail 1

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Can anyone point me in the direction of a detail for attaching a temporary jersey barrier to a new, permanent, precast/prestressed beam during phase construction (in this case, a bridge)?

Thanks in advance

 

[wiktor]

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Take a look at this drawing ftp://ftp.dot.state.tx.us/pub/txdot-info/cmd/cserve/standard/roadway/ctbi199.pdf

PANYNJ has similar detail on their drawing TD-74, where dia 1" threaded bolts are used, spaced @ 2'(when used on one side) or 4'(when used on both sides). Pullout capacity 20,500 lbs, embedded lenght 7".