Module 6 : Traffic Intersection Control
Lecture 30 : Uncontrolled Intersection
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Determining control delay

Delay is a complex measure and depends on a number of variables it is a measure of driver discomfort, frustration, fuel consumption, increased travel time etc. Total delay is the difference between the travel time actually experienced and the reference travel time that would result during base conditions, in the absence of incident, control, traffic, or geometric delay. Also, Average control delay for any particular minor movement is a function of the Capacity of the approach and The degree of saturation. The control delay per vehicle for a movement in a separate lane is given by:

$\displaystyle d_x = \frac{3600}{C_{mx}} +
 900T\left[\left(\frac{V_x}{C_{mx}}-1...
...}{C_{mx}}-1)^2+\frac{\frac{3600}{C_{mx}}\frac{V_x}{C_{mx}}}{450T}}
 \,\right]+5$ (1)

where, $ d_x$ is the average control delay per vehicle for movement $ x$ in s/veh, $ C_{mx}$ is the capacity of movement or shared lane $ x$ in veh/hr, $ T$ is the analysis period h (15 min=0.25 h), and $ V_x$ is the demand flow rate, movement or shared lane $ x$ in veh/hr.

Performance measures

Four measures are used to describe the performance of TWSC intersections: control delay, delay to major street through vehicles, queue length, and v/c ratio. The primary measure that is used to provide an estimate of LOS is control delay. This measure can be estimated for any movement on the minor (i.e., the stop-controlled) street. By summing delay estimates for individual movements, a delay estimate for each minor street movement and minor street approach can be achieved.

For AWSC intersections, the average control delay (in seconds per vehicle) is used as the primary measure of performance. Control delay is the increased time of travel for a vehicle approaching and passing through an AWSC intersection, compared with a free flow vehicle if it were not required to slow or stop at the intersection. According to the performance measure of the TWSC intersection, LOS of the minor-street left turn operates at level of service C approaches to B.

Table 1: Level of service criteria for TWSC intersection
Level of Service Control delays(s/veh)
A 0-10
B $ >$ 10-15
C $ >$ 15-25
D $ >$ 25-35
E $ >$ 35-50
F $ >$ 50