Title: Transportation Research Board
1The Secrets to HCM Consistency Using Simulation
Models
Given by Ronald T. Milam, AICP Contributing
Analysts David Stanek, PE Chris Breiland Mike
Iswalt
- Transportation Research Board
- Planning Applications Conference, May 2007
2Typical Simulation Examples
3When to Use Simulation
4When to Use Simulation
5When vs. How?
- The HCM methodologies may not be appropriate in
environments with multiple travel modes or
multiple hours of congestion. - the HCM methods are generally not
appropriatefor the evaluation of queues that are
building over both time and space. Page 9-1,
HCM 2000 - Certain freeway traffic conditions cannot
easily be analyzed by the methodology. Multiple
overlapping bottlenecks are an example.
Therefore, other tools may be more appropriate
- Page 22-1, HCM 2000
6Challenges/Issues
- Multiple software packages
- AIMSUN
- CORSIM
- Dynasim
- Paramics
- SimTraffic
- TransModeler
- VISSIM
- others
- Which ones are HCM consistent?
- How can a user or reviewer be sure?
7Simulation Performance Measures
- Traffic simulation programs provide many
performance measures - Total delay
- Density
- Travel time
- Average speed
- Travel distance
- Number of stops
- However, the definition of the performance
measures may differ from the HCM definition.
- Stopped delay
- Throughput
- Emissions
- Fuel consumption
- Queue length
- Others
8HCM Performance Measures
- HCM methods determine LOS for facility types
based on different performance measures
- Facility Type
- Intersections
- Urban Streets
- Two-Lane Highways
- Multi-lane Highways
- Freeways
- Performance Measure
- Control Delay
- Speed
- Percent Time Spent Following
- Density
- Density
9Consistency Issues
- Roadway System
- Peak hour factor
- Intersections
- Defining the intersection approach
- Freeways
- Ramp influence areas
10Peak Hour Factor
- HCM defines the LOS for the peak 15 minutes of
the peak hour
11Peak Hour Factor, continued
- Edit the periods file to create 15-minute
interval demand periods.
Paramics Example
12Peak Hour Factor, continued
Use the divisor parameter in the demands file to
adjust peak hour volumes. Hourly data with PHF
of 0.95 implies a divisor of 3.8.
Paramics Example
13 Intersection Approach Delay
- Include delay for all vehicles on approach
- Model link delay may not include entire
intersection approach
Model Network
14Intersection Approach Delay, continued
- Upstream unsignalized intersection divides the
southbound approach into two links.
SimTraffic Example
15Intersection Approach Delay, continued
- Upstream unsignalized intersection divides the
southbound approach into two links.
Unsignalized Driveway Intersection
Link 2
Signalized Intersection
Link 1
SimTraffic Example
16Intersection Approach Delay, continued
- Output report for signalized intersection shows
delay for Link 1 only.
SimTraffic Example
17Intersection Approach Delay, continued
- Adding delay for Links 1 and 2 to get the entire
southbound approach delay.
SimTraffic Example
LOS Results Link 1 Links 1 2 SB Approach E
/ 59 F / 86 Intersection D / 40 D / 44
18Ramp Influence Area
- HCM defines the ramp merge analysis area as the
two right shoulder lanes plus the auxiliary lane
for 1,500 feet downstream of the ramp gore - Ramp influence area does not necessarily match
model links
19Ramp Influence Area, continued
- Build model network to account for ramp influence
area and volume collection locations.
VISSIM Example
20Ramp Influence Area, continued
- Ramp merge area with acceleration lane
Link 191
Link 190
VISSIM Example
On-Ramp
21Ramp Influence Area, continued
- Collect statistics for ramp influence area.
VISSIM Example
22Ramp Influence Area, continued
- Collect statistics by lane for each link.
VISSIM Example
23Ramp Influence Area, continued
- Calculate volume-weighted average density first
across links, then across lanes
VISSIM Example
24Ramp Influence Area, continued
Location Density (vpmpl) LOS Link 190 (all
lanes) 42.4 E Link 191 (all lanes) 37.2 D Ram
p Influence Area 42.1 E
Link 191
Link 190
VISSIM Example
25Recommendations
- FHWA - Modify NGSIM priorities to better reflect
user needs - TRB - Update the HCM to provide specific
guidelines for simulation software vendors and to
reflect a wider range of performance measures - Software Vendors Provide technical support and
training on HOW to perform simulation modeling - Users Invest time to understand HOW to perform
simulation modeling
26The Secrets to HCM Consistency Using Simulation
Models