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Pavement layer design with different overlay thinkness and new pavement composition for widening

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Hello team,

In my design i have situation like, overlay thickness of 50mm on existing carriageway and widening on both side with BC=40mm, DBM 60mm, WMM=250mm , GSB=200mm, subgrade=500mm is to be provide.

while design pavement layers with above said pavement composition, i need to limit my existing road strings with 50mm. But i am unable to get the existing CW strings to limit my ends for overlay thickness.

Kindly suggest me the procedure to perform the said problem. As of now i am trying with <Dsign<Pavement and Subgrade design(to existing pavement) option.

If any video for this procedure please do share.

Thanks in advance


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