Office of Operations
21st Century Operations Using 21st Century Technologies
Table of Contents

List of Figures and Tables

List of Figures

Figure 10 MNDOT's Peak Hour Simulation Estimates versus Actual Conditions
Figure 2 Historical AADTs and Reduction Factor
Figure 3 I-494 and TH7 Interchange Detector Locations
Figure 4 I-494 and I-394 Interchange Detector Locations
Figure 5 LOS Observations by 15 Minute Time Period
Figure 6 I-15 Corridor in Ogden, Utah
Figure 7 SR 826/Palmetto Expressway at NW 67th (Left) and NW 57th Avenue (Right)
Figure 8 Existing Conditions Geometry (EB Improvement Project Post-Construction)
Figure 9 Year 2000 (Pre-Construction) A.M. and P.M. Peak Hour Traffic Volumes
Figure 10 I-25 Interchange in Denver, Colorado
Figure 11 Test Bed Network
Figure 12 Evaluation Steps


List of Tables

Table 1 MNDOT's Peak Hour Simulation Estimates versus Actual Conditions
Table 2 Historical AADTs and Reduction Factor
Table 3 Year 2000 (Pre-Construction) and Year 2004 (Post-Construction) Comparison Freeway Ramp Merge / Diverge Analysis Derived from the HCM
Table 4 Year 2000 (Pre-Construction and Year 2004 (Post-Construction) Comparison A.M. and P.M. Peak Hour Freeway Mainline Micro-simulation Analysis Summary
Table 5 Year 2000 (Pre-Construction and Year 2004 (Post-Construction) Comparison A.M. and P.M. Peak Hour Freeway Mainline HCM Analysis Summary
Table 6 Simulation-Generated Delay and Levels of Service
Table 7 HCM-Generated Delay and Levels of Service
Table 8 Δ Model Compared with Δ Field
Table 9 LOS Designation in the Highway Capacity Manual (1994)
Table 10 Comparison of Findings by Site