

As this implies the need for intervention, an ‘action research’ project was adopted, in which traditional face-to-face teaching was supplemented by e-learning strategies in a blended learning environment via a demonstration lesson.



Figure 6-20 HCM Cycle Length Estimation.Figure 6-19 Webster’s Optimum Cycle Length.Figure 6-18 Quarter Cycle Offset Example Model.Figure 6-17 Alternating Offsets System of Intersections.Figure 6-16 Cycle Length & Theoretical Capacity.Figure 6-14 Daily Cycle Length Fluctuations.Figure 6-13 Time-Space Diagram Example of Benefits of Lagging Left Turns.Figure 6-12 Sequence of Left Turn Phasing as Shown in a Time-Space Diagram.Figure 6-11 Time-Space Diagram – Two-way Street Operation.Figure 6-10 Time-Space Diagram – One-Way Street Operation.Figure 6-9 Time-Space Diagram – Basic Concepts.Figure 6-8 Relationship between the Master Clock, Local Clock, and Offset.įigure 6-7 Standard Offset Reference Points for Type 170, NEMA TS1, and NEMA TS2 Controllers.Figure 6-6 Fixed and Floating Force-offs.Figure 6-4 Coordination using two rings.Figure 6-3 Example of coordination logic within one ring.Figure 6-2 Phase and ring-and-barrier diagrams of intersection of two one-way streets.Figure 6-1 Time-Space Diagram of a Coordinated Timing Plan.Table 6-1 Harmonic cycle lengths based on street classification in Harris County, Texas.6.6 Coordination Timing Plan Guidelines.6.5.1 Example Application of Time Based Coordination Transition.6.4.1 Basic Concepts (Time, Distance, Speed, and Delay).6.3.6 Pre-timed and Actuated Comparison.6.2 Principles of Coordinated Operation.Abstract There is no longer a question of whether technology can be integrated into education, but rather how it should be integrated into daily classroom practice (Patter, 2009).
