Problem 3: Shenendehowa Campus. To examine (1) PHF, (2) heavy vehicles & (3) impact dilution. 3a: AM & PM Peak Hour - Existing Conditions 3b: PM Peak Hour - With Conditions. Characteristics of Moe Road Intersection Signalized & fully actuated 2 lanes EB (left-through & exclusive right)
Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author.While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server.
To examine (1) PHF, (2) heavy vehicles & (3) impact dilution.
What does the PHF account for?
We will use the highly peaked flows at the entrance to the Shenendehowa campus to show how the peak hour factor works and the effects it has.
Variations in flows that occur during the heaviest hour of traffic
When you input the hourly volumes and the peak hour factor, you will evaluate the conditions that exist during the peak 15 minutes, the time when the facility is most heavily loaded.
When is the AM peak hour? Conditions
What other observations should be made?
Doing a standard peak hour analysis we get a LOS = C
What other observations should be made? Conditions
When is the PM peak hour?
- Not as much variability as the AM peak
- Less EB rights & WB lefts than in the AM peak
- Major increase in % of heavy vehicles, relative to AM peak, on some approaches
What observations can be made?
Questions to consider:
- Are either of the conditions shown in this table likely to occur?
- Are these good representations of the conditions in either peak hour?
- Are they pessimistic? Optimistic?
- Similar LOS
- There is less delay in the PM Peak
How would the results change if only the peak 15 minute period was considered?
How does the delay change between base case and by-movement?
The by-movement delay is highly over estimated based on the data collected for each 15 minute time period
How would the results change if only the peak 15 minute period was looked at?
Is there consistency between the original peak hour analyses and each of the 15-minute interval analyses?
No, there are significant differences
What would happen if the heavy vehicle percentages were ignored?
The result would be a significant decrease in delay, but of course the intersection would not be accurately evaluated
What would the effects be at this intersection if the traffic at Maxwell Drive were increased?
The sensitivity analysis suggests the changes in overall delay are quite small