7B. Traffic Signal Warrant Flashcards

1
Q

What is the primary purpose of “Warrants” in the MUTCD?

A

Warrants are criteria used to determine whether a traffic control device, such as a traffic signal, is needed at a particular location based on traffic conditions, safety concerns, and other factors.

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2
Q

What is Warrant 1, “Eight-Hour Vehicular Volume,” in the MUTCD used to determine?

A

Warrant 1 is used to determine whether a traffic signal is needed based on the vehicular volume during an eight-hour period. It considers the total volume of traffic at an intersection and compares it to pre-established thresholds. Found on Table 4C-1

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3
Q

Under Warrant 1, “Eight-Hour Vehicular Volume,” which two key conditions must be met to justify installing a traffic signal?

A

The need for a traffic control signal shall be considered if an engineering study finds that both of the following conditions exist for each of any 8 hours of an average day:

A. The vehicles per hour given in both of the 80 percent columns of Condition A in Table 4C-1 exist on the major-street and the higher-volume minor-street approaches, respectively, to the intersection; and

B. The vehicles per hour given in both of the 80 percent columns of Condition B in Table 4C-1 exist on the major-street and the higher-volume minor-street approaches, respectively, to the intersection.

These major-street and minor-street volumes shall be for the same 8 hours for each condition; however, the 8 hours satisfied in Condition A shall not be required to be the same 8 hours satisfied in Condition B.
On the minor street, the higher volume shall not be required to be on the same approach during each of
the 8 hours.

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4
Q

What is Warrant 2, “Four-Hour Vehicular Volume,” in the MUTCD used to evaluate?

A

Warrant 2 is similar to Warrant 1, but it uses a four-hour evaluation period instead of eight. It is used to assess the need for a traffic signal based on traffic volumes over a shorter time frame, typically during peak traffic periods.

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5
Q

What condition must be met for Warrant 2, “Four-Hour Vehicular Volume,” to justify a traffic signal? For Two-Lane Major Street (One lane in each direction):

A

The need for a traffic control signal shall be considered if an engineering study finds that, for each of any 4 hours of an average day, the plotted points representing the vehicles per hour on the major street (total of both approaches) and the corresponding vehicles per hour on the higher-volume minor-street approach (one direction only) all fall above the applicable curve in Figure 4C-1 for the existing combination of approach lanes.

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6
Q

What condition must be met for Warrant 2, “Four-Hour Vehicular Volume,” to justify a traffic signal? For Multi-Lane Major Street (Two or more lanes in each direction):

A

The volume of traffic on the major street during the four-hour period must meet specific thresholds, and the minor street volume must be less than a specified percentage of the major street volume.

Total Volume on Major Street (both directions):
The total volume of vehicles during the four-hour period should be at least 700 vehicles for multi-lane major streets (each direction combined).

Volume on Minor Street:
The volume on the minor street should be at least 100 vehicles per hour (VPH) during the peak period for a traffic signal to be warranted.

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7
Q

What is Warrant 3, “Peak Hour,” in the MUTCD used to evaluate?

A

Warrant 3 evaluates whether a traffic signal is needed during peak hours based on the traffic volume during the highest traffic period of the day (usually the busiest 60 minutes).

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8
Q

What condition must be met for Warrant 3, “Peak Hour,” to justify the installation of a traffic signal?

A

The need for a traffic control signal shall be considered if an engineering study finds that the criteria in either of the following two categories are met:

A. If all three of the following conditions exist for the same 1 hour (any four consecutive 15-minute periods) of an average day:
1. The total stopped time delay experienced by the traffic on one minor-street approach (one direction only) controlled by a STOP sign equals or exceeds: 4 vehicle-hours for a one-lane
approach or 5 vehicle-hours for a two-lane approach; and
2. The volume on the same minor-street approach (one direction only) equals or exceeds 100 vehicles per hour for one moving lane of traffic or 150 vehicles per hour for two moving lanes; and
3. The total entering volume serviced during the hour equals or exceeds 650 vehicles per hour for intersections with three approaches or 800 vehicles per hour for intersections with four or more approaches.

B. The plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding vehicles per hour on the higher-volume minor-street approach (one
direction only) for 1 hour (any four consecutive 15-minute periods) of an average day falls above the applicable curve in Figure 4C-3 for the existing combination of approach lanes.

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9
Q

What is Warrant 4, “Intersection Pedestrian Volume,” in the MUTCD used to assess?

A

Warrant 4 is used to assess the need for a traffic signal based on pedestrian activity at an intersection. It applies when there is a high volume of pedestrians crossing a roadway, especially near schools or heavily pedestrianized areas.

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10
Q

What condition must be met under Warrant 4, “Intersection Pedestrian Volume,” to warrant a traffic signal?

A

The need for a traffic control signal at an intersection or midblock crossing shall be considered if an engineering study finds that one of the following criteria is met:

A. For each of any 4 hours of an average day, the plotted points representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) all fall above the curve in Figure 4C-5; or

B. For 1 hour (any four consecutive 15-minute periods) of an average day, the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) falls above the curve in Figure 4C-7.

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11
Q

What is Warrant 5, “School Crossing,” in the MUTCD used for?

A

Warrant 5 is specifically for school crossings and evaluates whether a traffic signal is warranted at an intersection near a school based on the volume of pedestrians (children) crossing the street.

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12
Q

What is the threshold for Warrant 5, “School Crossing,” to justify installing a traffic signal?

A

The need for a traffic control signal shall be considered when an engineering study of the frequency and adequacy of gaps in the vehicular traffic stream as related to the number and size of groups of schoolchildren at an established school crossing across the major street shows that the number of adequate gaps in the traffic stream during the period when the schoolchildren are using the crossing is less than the number of minutes in the same period (see Section 7A.03) and there are a minimum of 20 schoolchildren during the highest crossing hour.

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13
Q

What is Warrant 6, “Coordinated Signal System,” in the MUTCD used to evaluate?

A

Warrant 6 evaluates the need for a traffic signal in a system of coordinated signals, particularly when installing a signal would improve the overall traffic flow of a series of intersections.

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14
Q

What must be true under Warrant 6, “Coordinated Signal System,” to justify a traffic signal?

A

The need for a traffic control signal shall be considered if an engineering study finds that one of the following criteria is met:

A. On a one-way street or a street that has traffic predominantly in one direction, the adjacent traffic control signals are so far apart that they do not provide the necessary degree of vehicular platooning.

B. On a two-way street, adjacent traffic control signals do not provide the necessary degree of platooning and the proposed and adjacent traffic control signals will collectively provide a progressive operation.

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15
Q

What is Warrant 7, “Crash Experience,” in the MUTCD used to evaluate?

A

Warrant 7 considers the crash history at an intersection to determine if a traffic signal should be installed. If there is a pattern of crashes that could be mitigated by a traffic signal, the warrant may be satisfied.

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16
Q

What are the primary conditions for Warrant 7, “Crash Experience,” to justify the installation of a traffic signal?

A

The need for a traffic control signal shall be considered if an engineering study finds that all of the following criteria are met:

A. Adequate trial of alternatives with satisfactory observance and enforcement has failed to reduce the crash frequency; and

B. Five or more reported crashes, of types susceptible to correction by a traffic control signal, have occurred within a 12-month period, each crash involving personal injury or property damage apparently exceeding the applicable requirements for a reportable crash; and

C. For each of any 8 hours of an average day, the vehicles per hour (vph) given in both of the 80 percent columns of Condition A in Table 4C-1 (see Section 4C.02), or the vph in both of the 80 percent
columns of Condition B in Table 4C-1 exists on the major-street and the higher-volume minor-street approach, respectively, to the intersection, or the volume of pedestrian traffic is not less than 80
percent of the requirements specified in the Pedestrian Volume warrant. These major-street and minor-street volumes shall be for the same 8 hours. On the minor street, the higher volume shall
not be required to be on the same approach during each of the 8 hours.

17
Q

What is Warrant 8, “Roadway Network,” in the MUTCD used for?

A

Warrant 8 evaluates the need for a traffic signal based on the characteristics of the roadway network, such as road classifications and the need for better connectivity in a multi-lane or multi-roadway system.

18
Q

Under Warrant 8, “Roadway Network,” when is a traffic signal warranted?

A

The need for a traffic control signal shall be considered if an engineering study finds that the common intersection of two or more major routes meets one or both of the following criteria:

A. The intersection has a total existing, or immediately projected, entering volume of at least 1,000 vehicles per hour during the peak hour of a typical weekday and has 5-year projected traffic volumes, based on an engineering study, that meet one or more of Warrants 1, 2, and 3 during an average weekday; or

B. The intersection has a total existing or immediately projected entering volume of at least 1,000 vehicles per hour for each of any 5 hours of a non-normal business day (Saturday or Sunday).

A major route as used in this signal warrant shall have at least one of the following characteristics:

A. It is part of the street or highway system that serves as the principal roadway network for through traffic flow.

B. It includes rural or suburban highways outside, entering, or traversing a city.

C. It appears as a major route on an official plan, such as a major street plan in an urban area traffic and transportation study.

19
Q

What is Warrant 9, “Justification by Other Factors,” in the MUTCD used for?

A

Warrant 9 allows for the justification of a traffic signal based on factors not directly covered in other warrants, such as community needs, specific safety concerns, or local considerations that are important for traffic control.

20
Q

When might Warrant 9, “Justification by Other Factors,” be used to justify the installation of a traffic signal?

A

The need for a traffic control signal shall be considered if an engineering study finds that both of the following criteria are met:

A. A grade crossing exists on an approach controlled by a STOP or YIELD sign and the center of the track nearest to the intersection is within 140 feet of the stop line or yield line on the approach; and

B. During the highest traffic volume hour during which rail traffic uses the crossing, the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding vehicles per hour on the minor-street approach that crosses the track (one direction only, approaching the intersection) falls above the applicable curve in Figure 4C-9 or 4C-10 for the
existing combination of approach lanes over the track and the distance D, which is the clear storage distance as defined in Section 1A.13.

21
Q

To be effective, a traffic control device should meet five basic requirements:

A

A. Fulfill a need;
B. Command attention;
C. Convey a clear, simple meaning;
D. Command respect from road users; and
E. Give adequate time for proper response.

22
Q

To justify a traffic signal under Warrant 2 (Four-Hour Vehicular Volume), what conditions need to be met:

A

A warrant will exist if the VPH for the major and minor streets fall above the curve found on Figure 4C-1

23
Q

To justify a traffic signal under Warrant 1 (Eight-Hour Vehicular Volume), what conditions need to be met:

A

Found on Table 4C-1

  1. Major Street (two-lane): Minimum 300 vehicles per hour (VPH) over the eight-hour period.
  2. Major Street (multi-lane): Minimum 500 vehicles per hour (VPH) over the eight-hour period.
  3. Minor Street: Minimum 100 vehicles per hour (VPH) for two-lane major streets or 150 VPH for multi-lane major streets.
  4. Minor Street Volume Relative to Major Street Volume: The minor street volume should be between 10% and 50% of the major street volume during the eight-hour period.
24
Q

Where can warrants be found

A

MUTCD Chapter 4

25
Q

What are the 9 Warrants?

A

Warrant 1, Eight-Hour Vehicular Volume
Warrant 2, Four-Hour Vehicular Volume
Warrant 3, Peak Hour
Warrant 4, Pedestrian Volume
Warrant 5, School Crossing
Warrant 6, Coordinated Signal System
Warrant 7, Crash Experience
Warrant 8, Roadway Network
Warrant 9, Intersection Near a Grade Crossing