Senior Traffic Engineer
|
Carlos A. Alba |
I am trying to use Equation 17-2 to calculate Base Free-Flow Speed. I would like to know the exact definition of "access point approaches" used in the calculation of the adjustment factor for access points. E.g. If you have an off-ramp in your segment, would that be considered an access point approach? Thanks. |
Sign in to add a reply. Don't have an account? No problem, sign up for free.
Whoops!
That page is only available to registered users of the HCM2010.
Registration is free! Please create an account or log in to access Methodological Details, Interpretations & Errata, the Technical Reference Library, and the Applications Guide.
