Network Assignment of Highway Truck Traffic in FAF3 Maks Alam, PE Research Leader Battelle - PowerPoint PPT Presentation

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Network Assignment of Highway Truck Traffic in FAF3 Maks Alam, PE Research Leader Battelle

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Use TransCAD SUE traffic assignment with passenger volume as preloaded volume on the network Calibrate flow by adjusting initial link impedance, alpha, ... – PowerPoint PPT presentation

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Title: Network Assignment of Highway Truck Traffic in FAF3 Maks Alam, PE Research Leader Battelle


1
Network Assignment of Highway Truck Traffic
in FAF3Maks Alam, PEResearch LeaderBattelle
2
Task Flow
Task 1 Update the FAF Network Link Attributes
Data
Deliverable 1 FAF3 Network
Task 2 Pre-Assign non-FAF Traffic Counts
Deliverable 2 FAF3 Network with 2007 Assignments
Task 3 Truck Trips, Payload and PCE Factors
Task 4 FAF3 Assignments
Deliverable 3 FAF3 Network with 2040 Forecast
Assignments
Task 5 FAF3 Forecast Year Assignments
Deliverable 4 Technical Report
Task 6 Documentation
3
Process Description
  • Task 1 Update FAF3 Highway Network
  • Updating of the FAF3 network for NHS, Intermodal
    connectors, and urban by-pass other State
    specific sources for major highway realignment.
  • Integration and updating of NN designation, NHS
    designation changes (up to-date March 2010), LCV
    network designation, state truck and hazmat route
    designation, state truck route restriction,
    limited bridge clearance
  • Task 2 Pre-Assigning non-FAF Traffic Counts to
    the FAF3 Network
  • Integrate HPMS 2008 data with FAF3 network using
    a series of state specific route matching
    algorithms customized for each State.
  • Develop algorithms to translate the HPMS
    traffic-flow information to the FAF network
    domain
  • Calibrate state traffic flows and truck
    percentage at the state and urban boundaries
  • Task 3 Truck Trips, Payload and Passenger Car
    Equivalency Factors
  • Revise FAF-2 algorithms and factors using the TEP
    project completed for FHWA in 2009.
  • Update the conversion tools developed by Battelle
    during FAF-2 to reflect the new changes in FAF-3
    zone and gateways system and the range of
    operation by truck classes
  • Develop Truck based O-D matrix using the TEP and
    allocation of tonnage by truck classes.

4
Process Description
  • Task 4 Assignment of FAF3 Flows to the Highway
    Network
  • Develop and update FAF-2 link specific Impedance
    factors
  • Develop and identify disaggregation network
    specific nodes to develop 123 by 123 OD matrix to
    4609 by 4609 O-D matrix
  • Develop disaggregation factors for domestic and
    international movements.
  • Use TransCAD SUE traffic assignment with
    passenger volume as preloaded volume on the
    network
  • Calibrate flow by adjusting initial link
    impedance, alpha, beta values, and disaggregation
    factors
  • Use BPR delay functions
  • Multiple trial and error iteration until FAF
    truck flows is comparable with the state truck
    flows develop in task 2
  • Compare HPMS truck VMT with the FAF truck VMT for
    the base year 2007

5
FAF Tonnages to Truck Conversion steps
Calibrate mean payloads (e.g. VTRIS weight data)
Analyze Regional variability
Identify vehicle groups
Calculate mean payloads by vehicle group and body
type
  • Calculate TEF
  • National
  • Regional

Select major body types
Calculate percent distribution by vehicle group
and body type
6
Vehicle Groups
  1. Straight trucks
  2. Straight truck plus trailer
  3. Tractor plus trailer
  4. Tractor plus double trailers
  5. Tractor plus triple trailers

7
Major Body Types
  • Logging (2.1)
  • Dry Van (37.7)
  • Platform (24.4)
  • Livestock (1.7)
  • Automobile (0.9)
  • Bulk (14.7)
  • Other (2.3)
  • Reefer (8.2)
  • Tank (7.9)

8
Conversion Algorithms
  • Xi tons of commodity i carried by truck type Yj
    and body type k
  • Xi ßijk
  • Number of truck type Yj and body type k to move
  • Xi ßijk tons commodity i
  • Xi ßijk / ?ijk
  • ßijk fraction of commodity i moved by truck
    type j with body type k
  • ?ijk mean payload of commodity i by truck type
    j body type k

9
Conversion Algorithms -Continue
10
FAF-3 Freight Travel Demand Model
FAF3 O-D (123 by 123 zones)
Disaggregation Techniques
Develop O-D Share
Proportioning -Truck Volume - CBP -warehouse
cluster
Step 1
Domestic International
Logistical Impacts
Trip Distribution
Tri-Proportional Gravity Model Gamma (combined)
Function
County-to-County FAF2 O-D Matrix
Model Validity Test
Inflow/Outflow
Step 2
Impedance Function Calibration (Use FAF-2 base
TLD)
The dotted loop portion of the figure indicates
that the process is iterative until a best
possible solution is accomplished
Step 3
Disaggregate by Domestic, Port and Border
Crossings
FAF3 Network Assignment (SUE)
11
Border Crossings Trip O-D nodes
12
Inlands and Deep Water Trip O-D nodes
13
FAF-3 Truck Trip O-D nodes
14
Domestic Flow (Preliminary)
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