Braking Examples
Sources: Edmonds, Car & Driver, Motor Trends, AOL.
Braking Performance
The following is a table of values from various braking tests and of values derived from them. More test figures will be added, particularly 'real-world' results as they become available. All of the current entries can be found elsewhere online. The purpose of these figures is to compare tested braking deceleration rates to those implied by the standards for yellow traffic signal timing.
In the table below:
Vi = initial
speed.
t = time
elapsed.
Bd = braking
deceleration.
G = braking
deceleration as % of g.
g =
gravitational acceleration.
Yd = deceleration
to stop during standard yellow signal.
|
Vi
(MPH) |
Stop
Dist |
Vi (ft/sec) |
t |
Bd=Vi/t |
G=Bd/g |
G/Yd |
|
|
|
|
20.00 |
0.62 |
|
Yd |
||||
|
60 |
124.00 |
88.00 |
2.82 |
31.23 |
0.96 |
1.55 |
Track Tests |
|
|
60 |
106.00 |
88.00 |
2.41 |
36.53 |
1.13 |
1.82 |
|
Track Tests |
|
60 |
149.00 |
88.00 |
3.39 |
25.99 |
0.80 |
1.29 |
|
Track Tests |
|
60 |
157.94 |
88.00 |
3.59 |
24.52 |
0.76 |
1.22 |
|
Real Street Conditions |
|
60 |
187.98 |
88.00 |
4.27 |
20.60 |
0.64 |
1.03 |
|
Real Street Conditions |
|
60 |
167.11 |
88.00 |
3.80 |
23.17 |
0.72 |
1.15 |
|
Real Street Conditions |
|
|
|
|
||||||
|
60 |
136 |
88 |
3.09 |
28.47 |
0.88 |
1.42 |
Track Tests |
|
|
60 |
142 |
88 |
3.23 |
27.27 |
0.84 |
1.36 |
|
Track Tests |
|
80 |
219.8 |
117.33 |
3.75 |
31.32 |
0.97 |
1.56 |
|
Track Tests |
|
70 |
184 |
102.67 |
3.58 |
28.64 |
0.88 |
1.43 |
|
Track Tests |
|
|
||||||||
|
60 |
130 |
88 |
2.95 |
29.78 |
0.92 |
1.48 |
|
Track Tests, Police |
|
60 |
131 |
88 |
2.98 |
29.56 |
0.91 |
1.47 |
|
Track Tests, Police |
|
60 |
135 |
88 |
3.07 |
28.68 |
0.89 |
1.43 |
|
Track Tests, Police |
|
60 |
143 |
88 |
3.25 |
27.08 |
0.84 |
1.35 |
|
Track Tests, Police |
|
60 |
142 |
88 |
3.23 |
27.27 |
0.84 |
1.36 |
|
Track Tests, Police |
|
60 |
150 |
88 |
3.41 |
25.81 |
0.80 |
1.29 |
|
Track Tests, Police |
This deceleration (.62g, see Signal Timing) would be required to stop in the following situation:
1. A standard
timed yellow signal,
2. Vehicle
traveling at the speed limit,
3. Driver
reaction time to commence braking is 1 second.
4. Vehicle is
at the distance from the limit line defined by these rates and times.
If the vehicle position is less than the critical distance from the limit line and the driver elects to stop, the deceleration required is higher.
At the critical distance, if the driver's reaction time and/ or decision is delayed beyond one second for any reason the deceleration required is higher.
Relatively high stopping performance in controlled track tests appears to be in the range of G/Yd = 1.5.
A 20% reduction in deceleration time after the appearance of the yellow signal requires a G/Yd of approximately 1.55 to achieve a stop before the limit line. This is in the higher performance ranges for track tests. At 30 mph such a 20% reduction in braking time would amount to .44 seconds.
The critical distance defined here falls within a range of positions in approach to intersections previously identified as the dilemma zone. This zone is the interval of time and position in which there is reasonable intuitive uncertainty about whether to attempt to stop, or to attempt to pass through the intersection under the yellow light and perhaps part of the red.