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College Station City Council – August 24, 2017
Troy Rother
City Traffic Engineer
 12 Traffic Division Staff
◦ 3 engineers
◦ 1 superintendent
◦ 1 signal foremen
◦ 3 signal technicians
◦ 1 sign foreman
◦ 3 signs technicians
 Equipment
◦ 79 Traffic Signals
◦ 60 School Zone Flashers
◦ 59 Vehicle Detection Cameras
◦ 52 Pan Tilt Zoom Cameras
 Game Day Coordination
 Game Day Coordination
Downtown Houston
• 150,000 workers
• 7 Freeways
Downtown Dallas
• 145,000 workers
• 6 Freeways
Downtown Austin
• 125,000 workers
• 4 Freeways
Downtown Houston
• 150,000 workers
• 7 Freeways
Downtown Dallas
• 145,000 workers
• 6 Freeways
Downtown Austin
• 125,000 workers
• 4 Freeways
Kyle Field Gameday
• 120,000+ fans
• 0 Freeways
Downtown Houston
• 150,000 workers
• 7 Freeways
Downtown Dallas
• 145,000 workers
• 6 Freeways
Downtown Austin
• 125,000 workers
• 4 Freeways
Kyle Field Gameday
• 120,000+ fans
• 0 Freeways
4th
Largest
Downtown
in Texas
 Signal Performance Measures
Wait time
Number
of Calls
Date Range
 Signal Performance Measures
Wait time
Number
of Calls
College Station City Council – August 24, 2017
Troy Rother
City Traffic Engineer
 Game Day Coordination
 Game Day Coordination
4th
Largest
Downtown
in Texas
 Signal Performance Measures
 Signal Performance Measures
 City of College Station
◦ 104,000 residents
 City of Bryan
◦ 81,000 residents
 Blinn College
◦ 11,000 students
 Texas A&M University
◦ 60,000 students
◦ 102,733 person stadium (Kyle Field)
◦ 800 TTI employees
With 75,000 people:
Campus is the 4th
Largest Downtown in
Texas!!!
Before
 20 + Years Old
Technology
Before
 20 + Years Old
Technology
 Parts only available on
eBay
Before August 2015
ITS Implementation
Traffic Control Center
ITS Implementation
TACTICS 3.0.1 central system
ITS Implementation
52 pan-tilt-zoom camera streams (Sony)
ITS Implementation
59 video detection camera streams
ITS Implementation
48 Blue Tooth Readers
ITS Implementation
Open Source ATSPM Software
 Increases usefulness of other tools
◦ Approach Volumes – data for modeling
 Resolve operational issues quickly
◦ Train Preemption – citizen request response
◦ Split Monitor – green time allocation
◦ Coordination Diagram – offset adjustments
 Selling safety improvements
◦ Pedestrian Delay – policy recommendations
 Effects of Planned and Unplanned Events
Peak Hour
Volumes
7 AM 7 PMMaybe these
two trains?
Citizen: Why was traffic so bad at 11:30 when I tried to go to lunch?!?!
MaxOuts
GapOuts
Track Clearance Green
7 AM 7 PM
MaxOuts
7 AM 7 PM
54 % MaxOuts
GapOuts
7 AM 7 PM
36 % GapOuts
Phase MaxOuts Avg. Split
Programmed
Max Split
Timing
Change
SB-Left - 1 10 %
2 40 %
RR-Left - 3 55 %
4 30 %
NB-Left - 5 5 %
6 40 %
7 10 %
RR-Thru - 8 60 %
Phase MaxOuts Avg. Split
Programmed
Max Split
Timing
Change
SB-Left - 1 10 %
2 40 %
RR-Left - 3 55 %
4 30 %
NB-Left - 5 5 %
6 40 %
7 10 %
RR-Thru - 8 60 %
Phase MaxOuts Avg. Split
Programmed
Max Split
Timing
Change
SB-Left - 1 10 %
2 40 %
RR-Left - 3 55 %
4 30 %
NB-Left - 5 5 %
6 40 %
7 10 %
RR-Thru - 8 60 %
Phase MaxOuts Avg. Split
Programmed
Max Split
Timing
Change
SB-Left - 1 10 % 30 sec 38 sec
2 40 % 65 sec 78 sec
RR-Left - 3 55 % 25 sec 28 sec
4 30 % 35 sec 42 sec
NB-Left - 5 5 % 25 sec 48 sec
6 40 % 70 sec 78 sec
7 10 % 20 sec 28 sec
RR-Thru - 8 60 % 45 sec 42 sec
MaxOuts
7 AM 7 PM
54 % MaxOuts
11/14
MaxOuts
7 AM 7 PM
37 % MaxOuts
11/21
Phase
11/14
MaxOuts
Timing
Change
11/21
MaxOuts
Outcome
SB-Left - 1 10 % - 10 sec 25 % - 15 %
2 40 % 45 %
RR-Left - 3 55 % + 10 sec 40 % + 15 %
4 30 % 30 %
NB-Left - 5 5 % - 10 sec 10 % - 5 %
6 40 % 40 %
7 10 % 15 %
RR-Thru - 8 60 % + 10 sec 50 % + 10 %
P.S. This change only consumed 30 minutes of staff time.
Start of
Green
End of
Green
Dots Represent Arrival of
Vehicles at the intersection
6 to 7 lane roadway with
a lot of people driving
Existing Conditions
 University Drive through Northgate is now a
downtown street.
Wait time
Number
of Calls
Date Range
 University Drive through Northgate is now a
downtown street.
7 AM Midnight
Between 7 am and midnight 87 %
of the cycles had a pedestrian call.
This was at 9:20 am
There are 37 people
walking in this image.
 Implement pedestrian only phase.
◦ Requires No Right-Turn on Red.
 Implement pedestrian only phase.
◦ Requires No Right-Turn on Red.
 Implement protected only left turns.
◦ For University Drive.
 Implement pedestrian only phase.
◦ Requires No Right-Turn on Red.
 Implement protected only left turns.
◦ For University Drive.
 Benefit:
◦ A potential 73 % reduction in expected number of
crashes.
 Implement pedestrian only phase.
◦ Requires No Right-Turn on Red.
 Implement protected only left turns.
◦ For University Drive.
 Benefit:
◦ A potential 73 % reduction in expected number of
crashes.
 Cost:
◦ Increased travel time.
◦ From 1 to 3 minutes to 2 to 4 minutes.
 City of College Station
◦ 104,000 residents
 City of Bryan
◦ 81,000 residents
 Blinn College
◦ 11,000 students
 Texas A&M University
◦ 60,000 students
◦ 102,733 person stadium (Kyle Field)
◦ 800 TTI employees
Brazos County

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Traffic Control Center Award

  • 1. College Station City Council – August 24, 2017 Troy Rother City Traffic Engineer
  • 2.  12 Traffic Division Staff ◦ 3 engineers ◦ 1 superintendent ◦ 1 signal foremen ◦ 3 signal technicians ◦ 1 sign foreman ◦ 3 signs technicians  Equipment ◦ 79 Traffic Signals ◦ 60 School Zone Flashers ◦ 59 Vehicle Detection Cameras ◦ 52 Pan Tilt Zoom Cameras
  • 3.
  • 4.  Game Day Coordination
  • 5.  Game Day Coordination Downtown Houston • 150,000 workers • 7 Freeways Downtown Dallas • 145,000 workers • 6 Freeways Downtown Austin • 125,000 workers • 4 Freeways
  • 6. Downtown Houston • 150,000 workers • 7 Freeways Downtown Dallas • 145,000 workers • 6 Freeways Downtown Austin • 125,000 workers • 4 Freeways Kyle Field Gameday • 120,000+ fans • 0 Freeways
  • 7. Downtown Houston • 150,000 workers • 7 Freeways Downtown Dallas • 145,000 workers • 6 Freeways Downtown Austin • 125,000 workers • 4 Freeways Kyle Field Gameday • 120,000+ fans • 0 Freeways 4th Largest Downtown in Texas
  • 8.  Signal Performance Measures Wait time Number of Calls Date Range
  • 9.  Signal Performance Measures Wait time Number of Calls
  • 10.
  • 11.
  • 12. College Station City Council – August 24, 2017 Troy Rother City Traffic Engineer
  • 13.  Game Day Coordination
  • 14.  Game Day Coordination 4th Largest Downtown in Texas
  • 17.
  • 18.
  • 19.  City of College Station ◦ 104,000 residents  City of Bryan ◦ 81,000 residents  Blinn College ◦ 11,000 students  Texas A&M University ◦ 60,000 students ◦ 102,733 person stadium (Kyle Field) ◦ 800 TTI employees With 75,000 people: Campus is the 4th Largest Downtown in Texas!!!
  • 20. Before  20 + Years Old Technology
  • 21. Before  20 + Years Old Technology  Parts only available on eBay
  • 25. ITS Implementation 52 pan-tilt-zoom camera streams (Sony)
  • 26. ITS Implementation 59 video detection camera streams
  • 27. ITS Implementation 48 Blue Tooth Readers
  • 29.  Increases usefulness of other tools ◦ Approach Volumes – data for modeling  Resolve operational issues quickly ◦ Train Preemption – citizen request response ◦ Split Monitor – green time allocation ◦ Coordination Diagram – offset adjustments  Selling safety improvements ◦ Pedestrian Delay – policy recommendations  Effects of Planned and Unplanned Events
  • 30.
  • 31.
  • 33. 7 AM 7 PMMaybe these two trains? Citizen: Why was traffic so bad at 11:30 when I tried to go to lunch?!?!
  • 35. MaxOuts 7 AM 7 PM 54 % MaxOuts
  • 36. GapOuts 7 AM 7 PM 36 % GapOuts
  • 37. Phase MaxOuts Avg. Split Programmed Max Split Timing Change SB-Left - 1 10 % 2 40 % RR-Left - 3 55 % 4 30 % NB-Left - 5 5 % 6 40 % 7 10 % RR-Thru - 8 60 %
  • 38. Phase MaxOuts Avg. Split Programmed Max Split Timing Change SB-Left - 1 10 % 2 40 % RR-Left - 3 55 % 4 30 % NB-Left - 5 5 % 6 40 % 7 10 % RR-Thru - 8 60 %
  • 39. Phase MaxOuts Avg. Split Programmed Max Split Timing Change SB-Left - 1 10 % 2 40 % RR-Left - 3 55 % 4 30 % NB-Left - 5 5 % 6 40 % 7 10 % RR-Thru - 8 60 %
  • 40. Phase MaxOuts Avg. Split Programmed Max Split Timing Change SB-Left - 1 10 % 30 sec 38 sec 2 40 % 65 sec 78 sec RR-Left - 3 55 % 25 sec 28 sec 4 30 % 35 sec 42 sec NB-Left - 5 5 % 25 sec 48 sec 6 40 % 70 sec 78 sec 7 10 % 20 sec 28 sec RR-Thru - 8 60 % 45 sec 42 sec
  • 41. MaxOuts 7 AM 7 PM 54 % MaxOuts 11/14
  • 42. MaxOuts 7 AM 7 PM 37 % MaxOuts 11/21
  • 43. Phase 11/14 MaxOuts Timing Change 11/21 MaxOuts Outcome SB-Left - 1 10 % - 10 sec 25 % - 15 % 2 40 % 45 % RR-Left - 3 55 % + 10 sec 40 % + 15 % 4 30 % 30 % NB-Left - 5 5 % - 10 sec 10 % - 5 % 6 40 % 40 % 7 10 % 15 % RR-Thru - 8 60 % + 10 sec 50 % + 10 % P.S. This change only consumed 30 minutes of staff time.
  • 44. Start of Green End of Green Dots Represent Arrival of Vehicles at the intersection
  • 45. 6 to 7 lane roadway with a lot of people driving Existing Conditions
  • 46.  University Drive through Northgate is now a downtown street. Wait time Number of Calls Date Range
  • 47.  University Drive through Northgate is now a downtown street. 7 AM Midnight Between 7 am and midnight 87 % of the cycles had a pedestrian call.
  • 48. This was at 9:20 am There are 37 people walking in this image.
  • 49.  Implement pedestrian only phase. ◦ Requires No Right-Turn on Red.
  • 50.  Implement pedestrian only phase. ◦ Requires No Right-Turn on Red.  Implement protected only left turns. ◦ For University Drive.
  • 51.  Implement pedestrian only phase. ◦ Requires No Right-Turn on Red.  Implement protected only left turns. ◦ For University Drive.  Benefit: ◦ A potential 73 % reduction in expected number of crashes.
  • 52.  Implement pedestrian only phase. ◦ Requires No Right-Turn on Red.  Implement protected only left turns. ◦ For University Drive.  Benefit: ◦ A potential 73 % reduction in expected number of crashes.  Cost: ◦ Increased travel time. ◦ From 1 to 3 minutes to 2 to 4 minutes.
  • 53.  City of College Station ◦ 104,000 residents  City of Bryan ◦ 81,000 residents  Blinn College ◦ 11,000 students  Texas A&M University ◦ 60,000 students ◦ 102,733 person stadium (Kyle Field) ◦ 800 TTI employees Brazos County