Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations IDS on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

NY State Pavement Design

Status
Not open for further replies.

Commodos

Geotechnical
Aug 23, 2011
3
Does anyone know New York DOT requirements for frost regarding freeze/thaw for pavement section design. That is to say, what is the frost depth and how thick a pavement section should be (for example 1/2 or 1/3 the frost depth). Thanks
 
Replies continue below

Recommended for you

You should guess that was the first thing I did...called NY DOT. Did not get someone on the phone at the time; that was why I posted here for help. Thanks Mr. Cornelius!!!
 
Thanks Ron and Bridge. I finnally got a geotechnical Engineer with NYSDOT on the phone to answer the question. Nevertheless, I do appreciate your reponses, links and materials provided.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor