It is apparent from this equation that neither LOS A (DR = 10 pc/mi/ln) nor LOS B (DR = 20 pc/mi/ln) can be achieved with a fixed freeway demand flow of 4,902 pc/h.
It is apparent from this equation that neither LOS A (DR = 10 pc/mi/ln) nor LOS B (DR = 20 pc/mi/ln) can be achieved with a fixed freeway demand flow of 4,902 pc/h.