Using a Vp of 2,400 would put you right at capacity which would put you at LOS E. Essentially 2,400 is the base capacity of the freeway so using a vp of that is putting you right at capacity (thus LOS E). 2,401 would be LOS F. Check out exhibit 11-7 HCM and see in between step 4 and 5. Hopefully I explained that clear enough. Let me know if you have any questions about what I just said.Okay so I gave this problem a go last night and I solved it using the same method as most of you but for my Vp I used 2,400. If you look at the Speed v. Volume, LOS curve table for freeways, the footer of that table says that the max volume given a FFS of 70 mph (which is what I used as my S since my calculated FFS was about 71) is 2,400, so when you use 2400 as your Vp and solve for Vdemand you get 5,097 so I would have chosen 5070. what do you guys/gals think?