Speed is used both as a design criterion to promote consistency and as a performance measure to evaluate highway and street designs. Geometric design practitioners and researchers are, however, increasingly recognizing that the current design process does not ensure consistent roadway alignment or driver behavior along these alignments. The goals of the NCHRP 15-18 research project were to reevaluate current procedures, especially how speed is used as a control in existing policy and guidelines, and then to develop recommended changes to the design process.
Objectives completed included the following:
Strong relationships between design speed, operating speed, and posted speed limit would be desirable, and these relationships could be used to design and build roads that would produce the speed desired for a facility. While the relationship between operating speed and posted speed limit can be defined, the relationship of design speed with either operating speed or posted speed cannot be defined with the same level of confidence. The strongest statistical relationship found in NCHRP Project 15-18 was between operating speed and posted speed limit for roadway tangents. Several variables other than the posted speed limit do show some sign of influence on the 85th percentile free-flow operating speed on tangents. These variables include access density, median type, parking along the street, and pedestrian activity level.
For more information relating to design speed and posted speed, read FHWA’s “Relationship between Design Speed and Posted Speed.”
Source: NCHRP Report 504: Design Speed, Operating Speed, and Posted Speed Practices
Published: 2003