Building the 4Ds into Travel Demand Models Don Hubbard, AICP, PE Senior Associate.
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Transcript of Building the 4Ds into Travel Demand Models Don Hubbard, AICP, PE Senior Associate.
Topics Covered• What are the 4Ds and why are they
important?
• Insensitivity of conventional models to changes in 4D characteristics
• Adjusting a model to reflect the 4Ds – a case study from Sacramento
• Potential improvements to the methodology
• Conclusions – What does it all mean?
What are the 4Ds?National research has found that certain characteristics of the built environment tend affect travel behavior in predictable ways. These characteristics are:
• Density in terms of dwelling units or jobs per acre
• Diversity of land uses within any given area• Design of the pedestrian and bicycling
environment• Destinations; proximity to regional activity
centers
Why Are They Important?
Environmental
Characteristic
Elasticity
VT Per Capita
Elasticity
VMT per Capita
Density 4% to 12% 1% to 17%
Diversity 1% to 11% 1% to 13%
Design 2% to 5% 2% to 13%
Destinations 5% to 29% 20% to 51%
Sources: 4D National Syntheses, Twin Cities, Sacramento, Location Efficiency
Because they affect per-capita auto use
… and (on a different level) because they have entered public debate
• Growing consensus that highway construction does not solve congestion problems in the long term
• Prominent groups (APA, FHWA) are supporting Smart Growth as a way to reduce the demand for road space as an alternative to increased supply
• Transportation planners are being asked to analyze these potential reductions
“Blind Spots” in Conventional Models – Walking Trips
• Walking trips must use road links, and only roads big enough to be in the traffic model
• Sidewalk completeness and other aspects of sidewalk condition (shade, aesthetics, etc.) are ignored
• Intra-zonal and adjacent-TAZ trips (the most important for walk mode) are handled very abstractly
“Blind Spots” in Conventional Models – Land Use
• No consideration is given to the distances between land uses within a given TAZ
• Interactions between different non-residential land uses (e.g. offices and restaurants) not well represented
• Density is ignored (a TAZ with a dense development in one corner is treated the same as a TAZ with the same population spread evenly throughout its area)
Consequences of the“Blind Spots”
• Model tests of Smart Growth policies usually understate benefits; things that cannot be measured tend to be ignored
• Planners are frustrated by model results that do not match field experience
• But if they reject the model’s results, then land use planning and transportation planning proceed on separate tracks
Blind spots in models affect real-life choices; correcting the models will reduce the distortions in the project mix
4D Applications
Already Done
• Atlanta (Atlantic Steel Site)
• Twin Cities
• East Bay (TBart)
On-Going Projects
• Humboldt County
• San Luis Obispo COG
Background• SACOG initiated a public visioning process
for the long-term future of the Sacramento Region
• Smart Growth policies were prominently featured in the debate
• However, the regional model (SACMET) was insensitive to 4D characteristics
• The model needed to be augmented to enable quantitative forecasts of the effects of smart growth policies in different scenarios
Approach Used
• 4D adjustments were computed as elasticities (each % change in neighborhood characteristics resulted in a certain % change in travel behavior)
• % changes based on differences from a Base Case
• These adjustments were applied to outputs from the SACMET model
Adjustment
Methodology
Overview of Travel Forecasting With 4D Post-Processor
Differences in TAZ Characteristics
4D Elasticities from
Household Survey Data
4D Post-Processor
VT & VMT Adjustments
Expressed in %
The 4D adjustment component is shown in blue
Adjusted VT & VMT Forecast for Scenario 1
Difference in VT & VMT Between Base Case and Scenario 1
Land Use Software
Conventional Traffic Model
Inputs fromWorkshop or Staff
Key
Software
Data
Base Case
Network Changes for Scenario 1
Base Case
Land Use Assumptions for Scenario 1
Base Case
Land Use files for Scenario 1
Network Editing Software
Base Case
Base Case
VT & VMT Forecasts for Scenario 1
Network files for Scenario 1
Data Sources
• VT & VMT data came from a large (4,000 HH) travel diary survey
• Households, jobs, and developed acres came from a parcel database (400,000+ parcels)
• Sidewalk coverage and route directness came from aerial photographs
4D Elasticities from Net Res. Net Emp. Job-HH Jobmix Index HBW Non_HBW
household surveys Density Density Diversity Diversity Design Destinations Destinations
HBO -0.119 -0.044 -0.032 -0.041
HBW -0.117 -0.059 0.000 -0.375
NHB -0.339 -0.462 0.000 -0.822
HBO -0.133 -0.16 -0.030 -1.405
HBW -0.238 -0.26 0.000 -1.234
NHB -0.444 -0.459 0.000 -1.318
VT
VM
T
Regression Analysis
Different formulas were used for different trip purposes
Some values were not statistically significant
NHB proved to be the most elastic
HBW was the least elastic
Problems Encountered• Some of the relationships were not
statistically significantDrop any below 90% significance
• Elasticity approach does not work well at the extremes (vacant-to-non-vacant)Use floor and ceiling values to keep results within actual experience in region
• Adjustment process very labor-intensiveAutomate data processing
PLACE3S Used for Land Use Data
Parcel-level data collected for all of Sac County
Four land use scenarios:• Current Trends• Increased Density• Density with Smart Growth• Land Use BalanceTwo transportation networks (current trends and Smart Growth)
Scenario Themes• Base Case – Continuation of current trends;
• Density (only) – Build to highest densities allowed under existing general plans for residential uses
• Density with Smart Growth - Most regional growth goes to compact, centrally-located transit- and bike-friendly communities. A widespread BRT system replaces limited LRT line extensions
• Land Use Balance - Sac County broken into ten areas, each with a good balance of residential, retail, and non-retail land uses
In each case regional population will approximately double (from 1.2 million to 2.4 million)
Scenario TotalVT/Day
TotalVMT/Day
Current Trends +140% +120%
Density Only +114% +89%
Dense & Smart Growth +91% +62%
Land Use Balance +111% +74%
Results – Regional Auto Use
When population doubles, there will be a big increase in auto use under any scenario
But 4D model shows smart growth policies could reduce the growth significantly
% Change from Existing
Scenario Down-town
SacCounty
TotalRegion
Existing 5.5% 1.1% 0.9%
Current Trends 7.5% 1.1% 0.8%
Density Only 14.1% 2.6% 1.6%
Dense & Smart Growth 16.3% 5.4% 3.4%
Results – Transit Mode
4D characteristics (especially density) make a big difference in transit use that a conventional model might miss
Scenario SacCounty
TotalRegion
Existing 6.6% 6.4%
Current Trends 5.1% 4.8%
Density Only 11.6% 8.9%
Dense & Smart Growth 23.5% 18.0%
Land Use Balance 13.9% 10.6%
Results – Non-Motorized Modes
Again, density and walkable design have major impacts on the walking mode that would not be detectable using a conventional model
Mode Split for Sac County
Scenario Auto TransitNon-
Motorized
Existing 92.2% 1.1% 6.6%
Current Trends 93.8% 1.1% 5.1%
Density Only 84.9% 2.4% 12.5%
Dense & Smart Growth 71.1% 5.4% 23.5%
Land Use Balance 83.0% 3.0% 13.9%
4D model does not forecast the demise of the auto mode, even under the most aggressive scenario.
But it does suggest that a more balanced mode split is achievable in Sacramento
Base the regressions on fixed radii rather than TAZs
TAZ boundaries tend to separate land use types
Each TAZ’s land use seems to be poorly balanced
Fixed radii more accurately reflect field conditions
Also, less arbitrary and more transferable
Shift the Adjustment to an Earlier Stage of the
Model
TAZ 3-DCharacteristics
3-D Elasticities
Compute Raw 3-D Ajustments
Compute Final 3-D Ajustments
Ceiling & Floor Values
Post-processing means that link volumes cannot reflect 4D affects
3D Adjustment
Upstream adjustment means that the assigned
volumes reflect the adjustments
TAZ 3-DCharacteristics
3-D Elasticities
Compute Raw 3-D Ajustments
Adjusted NHB P&AAdjusted HBO
Adjusted NHB P&A
3D Adjustment
Compute Final 3-D Ajustments
Ceiling & Floor Values
Highway Network
Balanced P & A Trip
Ends
Test ScenarioTrip-Gen Rates
TripGeneration
NetworkSkimming
Skim Matrix
Trip Distribution
OD Matrix
Trip Assignment
LinkVolumes
NHB P&AHBO P&A
NHB Productions &Atractions
Model With 4D Adjustment
Total VT and VT/HH
Total VMT and VMT/HH
Base CaseLand Uses
Develop Elasticities for the Attraction End of the Trip
Conditions at both ends affect travel behavior
…… TAZ 18 TAZ 19 TAZ 20 …..4D Adjustment 0.99 1.02 0.96
TAZ 61 1.04TAZ 62 0.93 0.95TAZ 63 0.96
Destination
Ori
gin …
……
…
Develop a 5th D Related to Transit Accessibility
• The Sacramento Case had a very simple mode split component– Reductions in VT were assumed to shift to transit or
walk/bike
– Split between transit and walk/bike based on split in SACMET model (which differs for each TAZ)
• Next generation will use elasticities based on characteristics of the neighborhoods around stations
Develop Elasticities for Other Cities
• Sacramento had the first elasticities by trip purpose; difficult to gauge transferability
• Regional differences may be significant (especially the effect of winter on walking)
• City size may also be significant
• Ultimately would like to have values usable (as a first estimation) without local surveys
What Does It All Mean?• Conventional traffic models were not intended
to measure the issues inherent in Smart Growth
• Tests using conventional models tend to show that Smart Growth policies would have few benefits; but field experience suggests otherwise
• We now have a method to make forecasts more sensitive to Smart Growth policies
• So cities are now able to have more enlightened analysis of Smart Growth