Sub-problem 1a - Page 1 of 9 |
ID# C201A01 |
Sub-problem 1a: Maxwell Drive PM
Peak Hour - Existing Conditions
The intersecting volumes by 15-minute
intervals for the existing PM Peak are shown in Exhibit 2-7.
You can also see that the peak hour is from 17:00-18:00. The total
number of intersecting vehicles is 2,877 and the overall
peak hour factor (PHF)
is 0.94. The movement-specific peak hour factors range from 0.78 to 0.95,
with those for the major movements being fairly high and consistent, while
those for the the minor movements are lower and more variable. Moreover,
the minor movements seem to offset each other in terms of contributing to
the 15-minute volumes.
Exhibit 2-7.
Maxwell Drive PM peak hour volumes - Existing Conditions
|
PM Peak Hour 2002 |
Eastbound |
Westbound |
Southbound |
Intersection
Total |
LT |
TH |
Total |
TH |
RT |
Total |
LT |
RT |
Total |
16:00 |
43 |
232 |
275 |
231 |
37 |
268 |
64 |
38 |
102 |
645 |
16:15 |
32 |
207 |
239 |
236 |
54 |
290 |
68 |
32 |
100 |
629 |
16:30 |
46 |
231 |
277 |
239 |
54 |
293 |
71 |
52 |
123 |
693 |
16:45 |
43 |
228 |
271 |
231 |
42 |
273 |
65 |
38 |
103 |
647 |
17:00 |
57 |
230 |
287 |
244 |
70 |
314 |
90 |
50 |
140 |
741 |
17:15 |
49 |
230 |
279 |
281 |
45 |
326 |
108 |
55 |
163 |
768 |
17:30 |
52 |
219 |
271 |
255 |
54 |
309 |
75 |
34 |
109 |
689 |
17:45 |
36 |
189 |
225 |
276 |
50 |
326 |
79 |
49 |
128 |
679 |
Peak Hour
Volume |
194 |
868 |
1,062 |
1,056 |
219 |
1,275 |
352 |
188 |
540 |
2,877 |
Peak Hour
Factor |
0.85 |
0.94 |
0.93 |
0.94 |
0.78 |
0.98 |
0.81 |
0.85 |
0.83 |
0.94 |
For the
purposes of this problem, we will apply the overall PHF of 0.94. It is, of
course, also possible to apply each of the peak hour factors for the
individual movements as discussed above, but doing so would presume that
all of the individual movements peak during the same 15-minute time period
of the hour. This does not happen very often, and so application of the
overall PHF normally results in a more realistic assessment of
intersection operations during the peak 15-minute period.
Analyses:
Base Case
Analysis
Arrival Type Changes
Sensitivity to Data
Skipped Phases
Discussion:
Why is it important to look at the variations in flows across the peak
period? Is it reasonable to assume that the minor movements offset one
another? Why or why not?
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