In a few 6 Minute Solution problems they use "Design Speed" as the BFFS."Design Speed" refers to BFFS
FFS:For all other variants, "Posted Speed Limit", "Field Measured Speed Limit", etc. use FFS.
ntIn my opinion, the FFS, which is calculated by applying location-specific adjustment speed penalties to the ideal, or base free flow speed, is closest in character to the DESIGN SPEED for a particular location on a highway, because the design speed takes into account specific conditions and limitations there (such as inadequate sight distance, narrow lanes etc.). The posted speed limit is usually 10-15 mph less than the design speed. There are quite a few inconsistencies in the solutions to these problems in the 6-minute solutions. The HCM, as far as I know, does not specifically indicate this (what I wrote above). It just provides default values for BFFS. However, for the sake of the PE exam, if the design speed is given, it makes most sense to assume the FFS = design speed (my opinion)I guess if they give you enough information regarding the adjustment factors then you probably need to determine the FFS by subtracting the adjustment factors from the BFFS. If they don't give you information regarding the adjustment factors then the speed given is probably the FFS.
Can someone please explain the diffence in these items for me? I know the FFS = BFFS - adjustment factors. If a problem gives me the design speed as 60mph is this the FFS, the BFFS or the speed limit? Thanks.
In general when you are given 60mph (free flow speed), you need to find an adjusment factors to have a real spead on the road. Use the formula FFS=BFFS minus all the adjustments. (i have older virsion of CERM, eq. 74-20) If BFSS (base free flow spped) not given use defaul data as 1900.Can someone please explain the diffence in these items for me? I know the FFS = BFFS - adjustment factors. If a problem gives me the design speed as 60mph is this the FFS, the BFFS or the speed limit? Thanks.
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