[OpenRoads] Superelevation and Complex element by element method

Hi,

I have tested different SRL tables and I'm unable to calculate superelevation for my ramp alignment. My alignment was designed by element method (don't have such problem with complex elements created by PI method) and consist of:
ARC from element with back transition - SPIRAL - SPIRAL - ARC from element with back transition - LINE

Does anyone has similar problem? 

Regards, Krzysztof