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Problem 2 - Page 3 of 4 |
ID# C502003 |
Problem 2: Reitz Union Drive Intersection
Improvement Strategies
We can set up this
analysis by using the data from Problem 1 to analyze the actuated signal
control of the improved intersection with projected traffic in a standard
HCM application using the procedures in Chapter 16 for signalized
intersections. The operational analysis of a signalized intersection under
actuated control requires the following typical data:
|
peak-hour
turning movement volumes and
peak-hour factors |
|
pedestrian
and bicycle flow rates |
|
pedestrian
walking speed, travel distance, and crosswalk width |
|
lane
numbers, widths, and usage |
|
queue
spacing and storage signal phasing, timing, and clearance data |
|
number of
approach grades, heavy vehicles, parking, and bus stop influence |
The critical data for
this analysis are shown in the following table:
Exhibit 5-22. Input Data for Analysis of Actuated
Control: Museum Road/Reitz Union |
|
EB |
WB |
SB |
L |
T |
R |
L |
T |
R |
L |
T |
R |
Lanes |
1 |
1 |
- |
- |
1 |
S |
1 |
- |
1 |
Widths |
12 |
12 |
- |
- |
12 |
- |
12 |
- |
12 |
Storage |
250 |
500 |
- |
- |
500 |
- |
150 |
|
150 |
Volumes |
379 |
670 |
- |
- |
597 |
178 |
204 |
0 |
484 |
Peds |
|
|
|
Flow |
Speed |
Dist |
|
|
|
WB Only |
- |
- |
- |
500 |
4 |
40 |
- |
- |
- |
Intersection Phasing |
|
Phase 1 |
|
Phase 2 |
G = 70 sec |
G = 40 sec |
Y = 4 sec |
Y = 4 sec |
R = 1 sec |
R = 1 sec |
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