Gibsonton Area Network Analysis

Figure 2. Traffic Modeling Process

INPUT

CALIBRATED MODEL DEVELOPMENT (AIMSUN)

ALT SET MODEL(S)

OUTPUTS

IMPROVEMENT PROJECTS

MACRO » Import Link/Node Shapefiles

CUBE » Link Shapefile » Node Shapefile » OD Matrices

» V/C maps* » Volume & V/C Comparisons* » Path Travel Times* » Network Performance

» Run MacroWith OD Data » Create Model Network

ALT SETS » E+C (Base Model)

» Speed » Delay

HILLSBOROUGH COUNTY » Signal Timing » Count Data » List Of Funded/

» Alt 1 » Alt 2 » Alt 3

MICRO » Geometry Updates » Import Signal Timing » Volume Development

* Included in this report

Committed Projects For E+C Model

MESO » Calibration

- Make Section/Turn Changes » Compare Model Outputs To County Synchro Volumes

5. Perform mesoscopic modeling on the E+C Model (results in Section 3.3). Another feature of Aimsun mesoscopic modeling that was used in this analysis is dynamic assignment, which allows the traffic to reroute at specified intervals to better mimic how drivers act in the real world.

6. Use the E+C Model as the base to code in projects for each of the three alternatives sets modeling. Compare the results of the three alternative sets to the E+C Model results (see Section 4 for results).

5

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