At AWSC intersections, all approaches have stop control (see

Figure 10-8

). AWSC are typically applied at locations with a balanced volume of vehicles traveling on intersecting segments. Operational analysis of AWSC intersections is dependent on traffic patterns at the intersection because delay at each approach is dependent on the arrival patterns of the other approaches. Safety analysis of Two-way Stop-controlled intersections is discussed later in this chapter and in

Chapter 5

and

Chapter 6

.