Companion Website to Traffic Signal Systems Operations and Design
Required Resources and Helpful References
Activity File Activity File

#3

a03.wmv  22mb

#32

a32.wmv  910kb

#4

a04.wmv  32mb

#33

a33.wmv  2.5mb

#10

A10.xlsx

#34

a34.wmv  951kb

#19

a19.mp4  8mb

#35

a35.wmv  977kb

#20

a20.wmv  3.6mb

#36

a36.xlsx  54kb

#21

A21.xlsm

#41

a41.wmv  11.6mb

#27

a27.mp4  8.8mb

#42

a42-1.wmv  12.6mb

#28 network01.zip  900kb

#42

a42-2.wmv  14.1mb

network02.zip  870kb

#47

a47.wmv  9.4mb

network03.zip  860kb

#48

a48.wmv  13.6mb

network04.zip  1.2mb

#49

a49.wmv  13.6mb

network05.zip  190kb

#54, #55

A54.xlsx

network06.zip  350kb    

Traffic Signal Timing Manual (2008) html icon pdf icon
Traffic Analysis Toolbox  (2004)
Vol I: Traffic Analysis Tools Primer
html icon pdf icon
Traffic Analysis Toolbox  (2004)
Vol III: Guidelines for Applying Traffic Microsimulation Modeling Software
html icon pdf icon
The Theory Underlying Concept Maps & How to Construct
and Use Them
jpg icon pdf icon
PTV America website html icon  
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Errata

Activity

Chapter 3 #13 (page 95): Phasing, Rings, and Barriers
Location & Error Figure 68, Overlap C and D are swapped, shown with the wrong parent phase
Image Figure 68 Overlap C and D reversed

Activity

Chapter 4 #22: Constructing a Traffic Control Process Diagram
Location & Error Page 128, Task 1, third line, should read: "time begins at "t=0" and not "t=3".
Image Task 1 should say t=0

Activity

Chapter 7 #43: Setting the Maximum Green Timing Parameter for All Approaches of an Intersection
Location & Error Task 2 and Task 3: Simulation run time should be "3600 seconds", not "3900 seconds".
Image Tasks 2 and 3 should say 3600 seconds

Activity

Chapter 9 #56 (page 303): Determining Vehicle Change and Clearance Intervals
Location & Error Task 2, second bullet should read, "...10 time steps per second" not "1 time step per second".
Image Task 2 should say 10 time steps per second

Activity

Chapter 3, #13 (page 95): Phasing, Rings, and Barriers
Location & Error Figure 66: The two northbound exit lanes actually consist of two through lanes and a merge lane for the right turn traffic (movement 14). This allows movement 14 to be served during the entire cycle.
Image