|
Sub-problem 1b - Page 1 of 9 |
ID# C201B01 |
Sub-problem 1b: Maxwell Drive PM
Peak Hour
- With Conditions
Let’s
now explore some modeling issues in the context of the PM With conditions
for the Maxwell Drive intersection. The intersecting volumes for both the PM
Without and PM With condition are shown in Exhibit 2-14. We will focus on the PM With condition.
It will be useful to see (by the
differences) the traffic growth we’ve assumed between the base case volumes (Exhibit
2-7) and the PM Without conditions as well as the site-generated traffic
we’ve added between the PM Without and the PM With conditions.
|
Exhibit 2-14.
Maxwell Drive 2004 PM Peak Hour Volumes
|
|
2004 Conditions |
Eastbound |
Westbound |
Northbound |
Southbound |
TEV |
|
LT |
TH |
RT |
LT |
TH |
RT |
LT |
TH |
RT |
LT |
TH |
RT |
| PM Without |
202 |
902 |
0 |
0 |
1,098 |
228 |
0 |
0 |
0 |
366 |
0 |
195 |
2,991 |
| PM With |
202 |
902 |
150 |
150 |
1,098 |
228 |
150 |
90 |
150 |
366 |
60 |
195 |
3,741 |
TEV:
Total Entering Vehicles
Analyses:
Configuration
Issues
HCM Planning
Method
Cycle Length
Education
Critical
Movement Techniques
Operational
versus
Planning Analyses
Uncertainty Issues
[ Back ] [ Continue
]
to Configuration Issues
