For level-of-service analysis, the 1994 Highway Capacity Manual divide
s freeways into basic sections, ramps and ramp junctions, and weaving
areas. Different criteria are applied to these components to define le
vels of service. This use of nonuniform criteria makes it difficult to
assess operating consistency in terms of the spatial change of traffi
c operations throughout a freeway system. This problem can be alleviat
ed by using vehicle speed to establish a set of uniform criteria for t
he systemwide evaluation of freeway design and operation. Toward this
end, the relationships between speed and other related geometric desig
n and traffic parameters should be established. The spatial variations
of flow characteristics on freeways, and the need to account for such
variations in capacity and level-of-service analysis, are discussed f
irst by analyzing observed speed-how relationships. This is followed b
y a discussion on the selection and application of uniform criteria fo
r planning and design.