Traffic Signal Warrants and Timing Relationships

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Signal Warrants
 
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More Terms…
 
Basic Terminology
   
   
(2/2)
 
Lost time (l
i
)
Time lost due to starting and stopping
Total lost time (L)
Saturation flow
Flow at continuous movement assuming always
green
All-red interval (AR)
Time when all signals display red
 
More Terminology
 
Display Green (G
i
)
Time phase diplays green indication
Effective green (g
i
)
Time allocated to moving vehicles at saturation flow
Total effective green (g
T
)
Green ratio (g/C)
 
Timing Relationships
 
τ
Relationships
 
g
i
 = G
i
 - l
i
 + 
τ
i
τ
i
 = Y
i
 + AR
i
g
T
 = C - L
Flow Terminology
 
Discharge headway
Time headway for vehicles departing
Saturation flow (1,900 pcphgpl under ideal
conditions)
Greenshields’ Model
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Change/Clearance Interval
 
Change/Clearance Interval
 
Minimum time between the green
indications of two phases
Yellow + All-red
Provide driver with enough time to safely
clear the intersection
Must be at least 3 seconds
Dilemma Zone
?
 
For no DZ   Distance to stop = Distance to clear
 
Dilemma Zone - Time to Clear
 
?
 
X
o
 
W
 
L
 
Time to clear = (X
o
 + W + L) / U
o   
= 
τ
min
 
Dilemma Zone - Time to Stop
 
?
 
Distance to stop = X
c
 = U
o
t
r 
+ U
o
2
 / (2a+64.4G)
 
X
c
 
Dilemma Zone Elimination
 
 
Set Xc = Xo to eliminate dilemma zone
 
Rearrange and solve for 
τ
min
 
Change/Clearance Interval
 
  
τ
min
 = t
r
 + [
u
0
 /(2a+64.4G)] + [(W+L)/u
0
]
 
W is road width to be cleared (ft or m)
 
L is vehicle length (ft or m)
 
u
0
 is approach speed of vehicles (fps or m/s)
 
t
r 
is driver’s reaction time (sec) (1.0 sec)
 
a is deceleration rate (fps
2 
or m/s
2
) (10.0 ft/s
2
)
 
G is percent grade divided by 100
 
Change/Clearance Interval
 
  
τ
min
 = t
r
 + [
u
0
 /(2a+64.4G)] + [(W+L)/u
0
]
 
Yellow Time
 
All Red
 
Phase Plan
 
Protected or Permitted Left Turns?
Cross Product Left and Opposing Throughs
1 Lane; > 50,000
2 Lanes; >90,000
3 Lanes; >110,000
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Explore the world of traffic signal warrants, basic terminology, and timing relationships with detailed visuals and explanations. Learn about lost time, green indications, effective green time, and flow terminology. Discover concepts like the Change/Clearance Interval and the Dilemma Zone in traffic management. Enhance your knowledge of traffic signal operations and principles through this informative presentation.

  • Traffic Signals
  • Timing Relationships
  • Traffic Management
  • Flow Terminology
  • Signal Warrants

Uploaded on Oct 05, 2024 | 0 Views


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  1. Signal Warrants

  2. Signal Warrants http://mutcd.fhwa.dot.gov/htm/2009r1r2 /part4/part4c.htm Slide 2

  3. More Terms

  4. Basic Terminology (2/2) Lost time (li) Time lost due to starting and stopping Total lost time (L) Saturation flow Flow at continuous movement assuming always green All-red interval (AR) Time when all signals display red Slide 4

  5. More Terminology Display Green (Gi) Time phase diplays green indication Effective green (gi) Time allocated to moving vehicles at saturation flow Total effective green (gT) Green ratio (g/C) Slide 5

  6. Timing Relationships Effective green Lost time Lost time Red Green Slide 6

  7. Relationships gi = Gi - li + i i = Yi + ARi gT = C - L Slide 7

  8. Flow Terminology Discharge headway Time headway for vehicles departing Saturation flow (1,900 pcphgpl under ideal conditions) Slide 8

  9. Greenshields Model 4 3 Headway (sec) 2 1 0 1 2 3 4 5 6 7 8 Vehicle Number Slide 9

  10. Change/Clearance Interval

  11. Change/Clearance Interval Minimum time between the green indications of two phases Yellow + All-red Provide driver with enough time to safely clear the intersection Must be at least 3 seconds Slide 11

  12. Dilemma Zone Stop ? Clear For no DZ Distance to stop = Distance to clear Slide 12

  13. Dilemma Zone - Time to Clear Stop ? Xo W L Time to clear = (Xo + W + L) / Uo = min Slide 13

  14. Dilemma Zone - Time to Stop Xc ? Clear Distance to stop = Xc = Uotr + Uo2 / (2a+64.4G) Slide 14

  15. Dilemma Zone Elimination Set Xc = Xo to eliminate dilemma zone Rearrange and solve for min Slide 15

  16. Change/Clearance Interval min = tr + [u0 /(2a+64.4G)] + [(W+L)/u0] W is road width to be cleared (ft or m) L is vehicle length (ft or m) u0 is approach speed of vehicles (fps or m/s) tr is driver s reaction time (sec) (1.0 sec) a is deceleration rate (fps2 or m/s2) (10.0 ft/s2) G is percent grade divided by 100 Slide 16

  17. Change/Clearance Interval min = tr + [u0 /(2a+64.4G)] + [(W+L)/u0] All Red Yellow Time Slide 17

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