In this case, we will be using the given volumes to find the optimal cycle length. If you have trouble with this case, use Case Study 1 as an example.

Movement |
NBLT |
NBTH |
NBRT |
SBLT |
SBTH |
SBRT |
Volume |
186 |
1275 |
66 |
31 |
374 |
50 |
Movement |
EBLT |
EBTH |
EBRT |
WBLT |
WBTH |
WBRT |
Volume |
152 |
649 |
80 |
75 |
133 |
131 |
| Desired v/c Ratio ((v/c)c) | 0.85 | Headway (h) | 2 sec |
| Peak Hour Factor | 0.90 | Lost Time per phase (tl) | 3 sec |
| Pedestrian Volumes | 200 per hour | Heavy Vehicles | 8% |
For this case study, we have an Excel worksheet which you may use or print out. If you decide to use Excel, be sure to right-click the link and "save target as" or "save link as." If you are asked for a password, just press escape.
Check for protected left turn phasing .
Conversion of all volumes to tcus. The equivalent factors may be found here.
Check your green split values for Phase A and Phase B.
Signal Timing Plan includes the phasing plan, cycle length, and green splits.
In order to input the timing plan into the controller, you must assign NEMA phase numbers to the phases (convert Phase A to NEMA Phase #, and so on). The link above should help with this.
Follow all of the instructions given, especially the CLEAR and RESTART to ensure that your settings are properly implemented. Use the default all-red and yellow values (2 and 3 respectively).
Download (if you haven't already) and open Case Study 2.trf
The turn types for this case study should all be set to "Perm".
Use TSIS to open "NIATT Signal Timing Project - Case Study 2 - Simulation.trf"
This program allows you to view an animation of your signal. Do not start the animation until the simulation has reached equilibrium - usually about three minutes.
Continue on to Case Study 3.