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Signal Warrants

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http://mutcd.fhwa.dot.gov/htm/2009r1r2/part4/part4c.htm. More Terms ... – PowerPoint PPT presentation

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Title: Signal Warrants


1
Signal Warrants
2
Signal Warrants
  • http//mutcd.fhwa.dot.gov/htm/2009r1r2/part4/part4
    c.htm

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

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)

6
Timing Relationships
t
7
Relationships
  • gi Gi - li ti
  • ti Yi ARi
  • gT C - L

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

9
Greenshields Model
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

12
Dilemma Zone
?
For no DZ Distance to stop Distance to clear
13
Dilemma Zone - Time to Clear
?
Xo
W
L
Time to clear (Xo W L) / Uo tmin
14
Dilemma Zone - Time to Stop
Xc
?
Distance to stop Xc Uotr Uo2 / (2a64.4G)
15
Dilemma Zone Elimination
  • Set Xc Xo to eliminate dilemma zone
  • Rearrange and solve for tmin

16
Change/Clearance Interval
  • tmin tr u0 /(2a64.4G) (WL)/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 drivers 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

17
Change/Clearance Interval
  • tmin tr u0 /(2a64.4G) (WL)/u0

All Red
Yellow Time
18
Phase Plan
  • Protected or Permitted Left Turns?
  • Cross Product Left and Opposing Throughs
  • 1 Lane gt 50,000
  • 2 Lanes gt90,000
  • 3 Lanes gt110,000
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