CE 474 Traffic Systems Design Fall 2006 Homework #3 Objectives Design a detector location for an advanced detector Describe how an intersection operates using basic signal terminology Due: Wednesday, 8/30/06 at the beginning of class. (1) Design the location of an advanced detector for an actuated signalized intersection approach. The detector is 6 ft long and the average approach speed is 40 mph. Assume there is no stop bar detection, an 18 ft vehicle length, and the distribution of headways is the same as the data used in Lab #1. (find (X) X (2) Design the location of an advanced detector for an actuated signalized intersection approach. The detector is 6 ft long and the average approach speed is 40 mph. Assume there is no stop bar detection, an 18 ft vehicle length, and the desired maximum allowable headway for the corresponding phase is 5 seconds. (find X) X (3) Determine the passage time for a phase served by an advanced detector located as shown in the figure below. There is no stop bar detection, the detector is 12 ft long, vehicles are 18 ft long, and the average approach speed is 35 mph. What ramifications does this detector location have on intersection efficiency? 254 ft Page 1 of 2 D:\533566671.doc CE 474 Traffic Systems Design Fall 2006 Homework #3 (4) Describe the operations of the 6th street and Deakin Avenue intersection using the basic signal terminology that we covered in class. Use all of the terms correctly and to the fullest extent possible. a. Create an electronic plan view of the intersection to show the intersection geometry, signal masts and mast heads, signal indications, vehicle turning movements, and crosswalks. b. Define the phase and phase sequence using a NEMA phase diagram, modified to only include protected turning movements that exist at the intersection. c. Time and illustrate the intervals for a typical sequence of phases using a time line. If there is a specific term for the type of interval then use it on the illustration. Your illustration should look similar to the following diagram. 3 R (Clearance Int.) phase 4 4 R (Clearance Int.) phase 8 22 Y (change int.) phase 4 3 Y (change int.) phase 8 4 G phase 4 10 G phase 8 3 R (Clearance Int.) Phase 2 4 R (Clearance Int.) phase 6 8 Y (change int.) phase 2 3 Y (change int.) phase 6 4 G phase 2 15 G phase 6 12 R (Clearance Int.) phase 1 11 G phase 6 10 Y (change int.) phase 1 9 G phase 6 8 G phase 1 7 G phase 6 6 G phase 1 5 R (Clearance Int.) phase 5 4 G phase 1 3 Y (change int.) phase 5 2 G phase 1 1 G phase 5 Interval number Time (sec) Ring 1 Ring 2 Page 2 of 2 D:\533566671.doc