Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations cowski 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
Joined
Aug 23, 2011
Messages
3
Location
US
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
 
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

Back
Top