Sub-problem 4b - Page 4 of 5 |
ID# C204B04 |
Sub-problem 4b: Clifton Country Road PM peak hour - Existing Conditions
Right Turns on
Red
In all of the datasets for the Clifton
Country Road intersection we assumed there are a substantial right
turns on red (RTOR) for the eastbound, westbound, and northbound
approaches. (click
here to open any one of the datasets.) Each of these three
approaches has an auxiliary right turn lane. The one difference among them
is that the eastbound right-turn lane is quite short and the right turn on
red is often difficult to make because the lane is blocked, the westbound
lefts are turning, or the southbound throughs are in motion.
Exhibit 2-44 shows
you the difference in predicted performance between the base case PM
Existing condition and condition where the RTOR on the eastbound,
westbound and southbound approaches are prohibited. Follow the link to
see
Dataset 38
(2002 PM base case)
or
Dataset 39
(RTOR prohibited) datasets.
In the base case, 10% of the eastbound rights turn right on red. For the
westbound approach, all of the right turns are omitted because there is a
separate right-turn auxiliary lane and there isn’t much opposing traffic.
For the northbound approach, as many vehicles turn right during phases 1
and 2 as westbound lefts in a single lane (550/2). Another 10% of the
northbound rights move during other times when the light is red
northbound. Southbound, there are no right turns on red. In the RTOR
prohibited dataset, all the right-turn-on-red volumes are set to zero
except for the northbound approach where the volume is set to 275,
reflecting the number of right turns that move when the westbound left is
moving.
Notice that the eastbound and westbound RTOR values can be zero and the
intersection can still function well. Neither of these RTOR prohibitions
causes a catastrophic increase in delay. The eastbound right-turn delay
grows from 14.0 to 14.5 seconds per vehicle. The westbound delay grows from
13.1 to 16.3 seconds per vehicle. The base case assumes that these auxiliary
lanes are reachable, meaning that the length of the eastbound lane must be
10-20 cars long to be reachable 50-95% of the time, and the westbound lane
must be 10-19 cars long.
For the northbound
approach, a RTOR prohibition creates LOS F (these results are not shown in
the table.) In fact, the smallest feasible RTOR value is 297 vehicles. That
is, if the RTOR value was decreased from the base case, through some traffic
engineering treatment, the smallest it could be would be 297 vph and still
have LOS F for the northbound rights.
Exhibit 2-44. Clifton Country Road PM Peak Hour Effects of RTOR
|
Condition |
Cycle Length |
Performance Measure |
Eastbound |
Westbound |
Northbound |
Southbound |
OA |
L |
T |
R |
Tot |
L |
T |
R |
Tot |
L |
T |
R |
Tot |
L |
T |
R |
Tot |
Dataset 38 Base Case |
84.0 |
Delay |
41.8 |
50.4 |
14.0 |
40.9 |
52.3 |
20.4 |
13.1 |
32.4 |
37.3 |
50.5 |
54.7 |
45.5 |
53.2 |
35.7 |
48.5 |
39.9 |
v/c ratio |
0.40 |
0.97 |
0.45 |
- |
0.92 |
0.69 |
- |
- |
0.69 |
0.81 |
0.82 |
- |
0.91 |
0.60 |
- |
- |
95-Queue |
1.8 |
20.0 |
11.4 |
- |
16.7 |
18.9 |
- |
- |
9.0 |
12.5 |
10.6 |
- |
14.5 |
8.9 |
- |
- |
Queue |
0.9 |
10.9 |
5.9 |
- |
9.0 |
10.3 |
- |
- |
4.6 |
6.5 |
5.5 |
- |
7.7 |
4.5 |
- |
- |
Dataset 39 Downward Adjusted RTOR |
85.0 |
Delay |
41.8 |
50.4 |
14.5 |
40.3 |
52.3 |
20.4 |
16.3 |
30.0 |
37.3 |
50.5 |
79.7 |
52.7 |
53.2 |
35.7 |
48.5 |
39.7 |
v/c ratio |
0.40 |
0.97 |
0.50 |
- |
0.92 |
0.69 |
0.39 |
- |
0.69 |
0.81 |
0.95 |
- |
0.91 |
0.60 |
- |
- |
95-Queue |
1.8 |
20.0 |
13.0 |
- |
16.7 |
18.9 |
9.1 |
- |
9.0 |
12.5 |
13.9 |
- |
14.5 |
8.9 |
- |
- |
Queue |
0.9 |
10.9 |
6.8 |
- |
9.0 |
10.3 |
4.6 |
- |
4.6 |
6.5 |
7.3 |
- |
7.7 |
4.5 |
- |
- |
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