Ensuring safe, efficient travel in Amarillo through traffic signal maintenance, signage management, and regular roadway safety improvements.

Report an Emergency Traffic Concern

To report damaged or malfunctioning traffic signals, signs, or school flashers, please call the Traffic Department: 806-378-6800

  • Issues that can be reported include:
    • Traffic signals
    • Traffic signs
    • School flashers
    • Highway street light outages

For residential street light outages: Please contact Xcel Energy at 800-895-4999.

TRAFFIC STUDIES

The Traffic Engineering Department conducts studies around the City of Amarillo on a regular basis. If you feel there is an area that could use a new sign or signal please review the following information on speed zones, street signs, traffic signals, and traffic signs.

Speed limits

Lowering speed limits and adding more signs do not necessarily slow drivers down or reduce accidents. Research shows that drivers are primarily influenced by roadway appearance, traffic, and weather conditions, not the posted speed limit.

In Amarillo, drivers should know the basic speed limits: 15 mph in alleys and 30 mph on residential streets. School zones are typically 20 mph from 7:30 am to 4:00 pm on school days, with variations for zones controlled by electronic flashers.

All other speed limits are determined by Traffic Engineering surveys that assess road conditions, accident data, and the prevailing speed of 85% of prudent drivers. Studies indicate that when speed uniformity is not maintained, accident rates increase, making realistic speed zoning essential for public safety.

Speed zones in Amarillo are set in accordance with Texas Law regarding the establishment of speed zones and based upon nationwide standard Traffic Engineering practice.

The Traffic Engineering Department continues to review and adjust speed zones in response to the changing traffic needs within the City of Amarillo.

If you have questions or comments regarding speed limits or traffic problems within city limits, email traffic@amarillo.gov.

Traffic Control Devices

The City of Amarillo Traffic Engineering Department frequently receives requests to install STOP or YIELD signs at residential intersections. Many intersections in Amarillo operate under the Texas Transportation Code, Section 545.151(D)(1), which states that drivers approaching an intersection without traffic control devices must yield to vehicles coming from the right, known as the “Yield to the Right Rule.”

Exceptions to this rule include “T” intersections, where the through street has the right-of-way, and intersections between paved and unpaved roads, where the paved road has the right-of-way.

Low-volume residential streets generally operate best under the yield-to-the-right rule, as it encourages caution. YIELD signs are considered at intersections with limited visibility or where accident history indicates a need, typically placed on the street with less traffic. STOP signs are used where conditions like the intersection of a less important road with a main road, entry onto a through street, or a combination of speed, restricted view, and accident history necessitate it.

Two-way STOP signs are usually sufficient, while four-way stops are considered when traffic volumes are high and roughly equal on all approaches, with at least 500 vehicles per hour for eight hours on an average day.

STOP and YIELD signs are intended to assign right-of-way, not to control speed or divert traffic. Studies show that using signs to control speed is ineffective and can lead to higher speeds between intersections, increased pollution, wasted fuel, and more neighborhood noise. Misuse of STOP and YIELD signs can cause drivers to disregard them, leading to more accidents. When used appropriately, these signs are essential for neighborhood traffic safety.

If you feel there is a residential intersection which may need additional control based on the criteria listed here, email traffic@amarillo.gov.

Traffic Signal Installation

Traffic signals don’t always prevent accidents. Accidents and serious injuries may actually increase after they are installed. Quite often, right angle collisions are reduced by traffic signals, while the total number of collisions, particularly the rear-end type, increases.

 

Occasionally, signal installation results in an increase in pedestrian accidents. Many pedestrians feel secure with a painted crosswalk and red light between them and approaching vehicles. However, drivers are not always so quick to recognize these “barriers”.

To determine if a traffic signal is needed, Traffic Engineers must consider several factors:

  • Is traffic on both streets so heavy that a signal is needed to prevent confusion or relieve congestion?
  • Is main street traffic so dense that it forces unsafe crossings from the side street?
  • Are there many pedestrians crossing a busy main street, causing confusion or hazards?
  • Are there many school children crossing, and would a traffic signal be the best solution for their safety?
  • Does the intersection have a history of accidents that a signal could help reduce?
  • Would a traffic signal improve traffic flow and help maintain a consistent pace without unnecessary stops?
  • Can the signal be installed without causing gridlock with nearby signals?
  • Is there a combination of these conditions that suggests a traffic signal would improve safety?
 

Traffic Engineers evaluate these conditions against established guidelines or “warrants” derived from years of study. Signals that meet these guidelines generally function effectively and safely, while those that don’t can lead to increased hazards and reduced compliance. A well-placed traffic signal can improve traffic flow and reduce accidents, but an unnecessary one can cause danger and frustration for both drivers and pedestrians.

The Traffic Engineering Department conducts traffic signal studies at intersections around the City of Amarillo on a regular basis using the guidelines discussed above. If you feel there is an intersection which may benefit from traffic signal control, email traffic@amarillo.gov.

Traffic Signs

Traffic signs are a crucial part of the driver information system on streets and highways, providing essential information to make driving easier and safer. This often leads to the belief that adding more signs automatically improves safety. However, Traffic Engineers are often asked to install signs that merely reiterate basic road rules or warn of obvious conditions, which can lead to an excess of unnecessary signs. To prevent this, standardized signs and criteria for their installation have been established nationwide. 

Below, some of the most frequently requested traffic signs are discussed.

All drivers are expected to know the basic speed limits of 15 miles per hour in alleys and 30 miles per hour on residential streets in Amarillo. Drivers realize when they are entering these areas and should adjust their speed accordingly. Studies have shown that posting speed limit signs as “reminders” does not deter speeding drivers.

Drivers should reasonably expect to encounter children playing in any residential neighborhood. Since children are present on nearly every block, installing signs on each street would be impractical, and the absence of signs might imply that caution isn’t needed in those areas. Federal standards do not support “Children at Play” signs because they suggest that playing in the street is acceptable behavior and can give parents and children a false sense of security that the signs cannot guarantee.

“No Parking” signs are typically installed to ensure traffic safety and flow, indicating areas where parking may be dangerous or obstructive. These signs are usually not placed at crosswalks, intersections, moving traffic lanes, or near fire hydrants, as all drivers should already know that parking in these areas is prohibited.

Traffic engineers must carefully decide which signs are necessary based on roadway conditions, as an excess of signs or unnecessary signs can lead drivers to ignore all traffic control devices. Properly placed traffic signs are essential for maintaining safety.

If you have any questions about traffic sign placement, please call us at 806-378-6294 or email us at traffic@amarillo.gov.

Traffic control plans

 

Preparation Guidelines:

  • Traffic control plans do not need to be prepared or stamped by a professional engineer, nor must they be drawn to scale or on full-size plan sheets.
  • Plans must be based on a review of actual field conditions and demonstrate understanding of the Texas MUTCD and practical experience.
  • Plans should clearly communicate to the crew responsible for setup. If unsure about your qualifications, consider delegating this work to a specialist.

 

Essential Items to Include in the Plan:

    1. Type of Work: Clearly state the type of work being performed.

    2. Relevant Parties: List all involved parties (e.g., developer, agency, general contractor, traffic control contractor) and include contact information, with a 24-hour number for the traffic control contact.

    3. Project Duration: Specify the expected duration of the project.

    4. Traffic Control Hours: State the hours during which traffic control will be in effect. Note that these hours differ from work hours. No activities affecting traffic can occur outside approved traffic control hours.

    5. Compliance: Traffic control must comply with the Texas MUTCD or reference typical drawings from this manual.

    6. Excavation Notification: If excavation is involved, note that DigAlert must be notified at least two working days before starting.

    7. Plan Details:

      • Show a north arrow.
      • If the plan is to scale, identify the scale.
      • Label street names accurately.
      • Include dimensions as needed (e.g., right of way, sidewalk, median).
      • Clearly define all tapers, as most design issues are related to them.
    8. Speed Considerations: Traffic control should be designed for prevailing speeds, typically approximated by the posted speed limit.

    9. Conflicting Signs: Identify any conflicting signs or markings that need to be covered.

    10. Night-time Measures: Include special measures for night-time traffic control if necessary.

    11. Temporary Parking Restrictions: If required, state that appropriate signs will be posted 72 hours in advance.

    12. Bike Lanes: On arterial streets with Class II bike lanes, if lane No. 2 is closed, place cones with a 4-foot offset from the lane line to provide a relocated bike lane.

    13. Upstream Lane Modifications: If closing a lane downstream of an intersection, assess the need to close or modify upstream lanes, especially in cases of dual turn lanes turning into single receiving lanes.

    14. City Boundaries: Indicate if traffic control spans a City boundary.

    15. General Notes: Include standard notes, such as:

      • Traffic control shall conform to the latest edition of the Texas MUTCD.
      • All traffic control devices must be kept in proper positions at all times and repaired, replaced, or cleaned as necessary.
      • Channelizing devices shall be 28” cones or 39” tubular markers.
      • Specify spacing for channelizing devices on tapers, tangents, and radii.
      • All open excavation or construction work should be a minimum of five feet from operating traffic lanes where possible.

 

Submission for Review:

  • Submit all traffic control plans to the Traffic Engineering Department for review and acceptance prior to implementation.

 

Vehicle Intersection Count

INTERSECTIONS Total Vehicle Year
ADAMS & SW 3RD 17,041 2023-2025
ADAMS & SW 6TH 12,801 2023-2025
ADAMS & SW 8TH 9,800 2022-2024
ADAMS & SW 10TH 17,055 2022-2024
AIRPORT BLVD & I-40 E 11,369 2024-2025
AMARILLO BLVD AND SW 9TH 26,856 2023-2024
ARTHUR & SE 3RD 7,363 2024
ARTHUR & SE 10TH 16,526 2024
ARTHUR & I-40 E 6,263 2022-2025
ARTHUR & SE 27TH 10,622 2022
ARTHUR & SE 34TH 16,917 2022
AVENUE B & NE 27TH 1,055 2024
AVENUE J & NE 8TH 1,902 2024
AVENUE J & NE 27TH 2,472 2024
AVONDALE & GEM LAKE 7,021 2023-2024
AVONDALE & SW 9TH 15,166 2022-2024
AVONDALE & PLAINS 14,752 2022-2024
AVONDALE/ OLSEN & I-40 W 10,440 2023-2025
BELL & PLAINS 35,369 2023-2024
BELL & I-40 W 55,895 2022-2023
BELL & SW 34TH 44,067 2022-2023
BELL & FULTON 21,230 2022-2023
BELL & SW 45TH 38,374 2022-2023
BELL & HILLSIDE 48,212 2022-2023
BELL & ARDEN 16,497 2022-2023
BELL & I-27 23,861 2022-2023
BELL & HOLLYWOOD 14,029 2022-2025
BOLTON & I-40 E 9,130 2022-2025
BOLTON & SE 34TH 5,452 2022
BUCHANAN & NE 3RD 12,642 2023-2024
BUCHANAN & AMARILLO BLVD 30,006 2023
BUCHANAN & SE 3RD 15,324 2023-2024
BUCHANAN & SE 10TH 20,798 2023-2024
COULTER & FAIRWAY 6,518 2023-2024
COULTER & SW 9TH 10,975 2023-2024
COULTER & WALLACE 18,378 2023-2024
COULTER & WOLFLIN 36,202 2023
COULTER & I-40 W 62,781 2022-2023
COULTER & SW 34TH 46,225 2022-2023
COULTER & FULTON 36,822 2023
COULTER & 45TH 45,465 2022-2023
COULTER & HILLSIDE 47,442 2022-2023
COULTER & ARDEN 21,215 2023
COULTER & HOLLYWOOD 19,309 2023-2025
CROCKETT & SW 10TH 8,296 2023-2025
CROCKETT & SW 15TH 4,546 2023-2025
CROCKETT & I-40 W 7,776 2021-2023
CROCKETT & WOLFLIN 9,004 2022-2023
DUMAS & NE 24TH 12,925 2025
DUMAS & HASTINGS 7,820 2025
DUMAS & CENTRAL 4,522 2023-2025
DUMAS & ST. FRANCIS 22,546 2023-2025
DUMAS & WILLOW CREEK 3,477 2023-2025
EASTERN & AMARILLO BLVD 15,746 2024
EASTERN & NE 24TH 10,846 2022-2025
EASTERN & SE 3RD 16,022 2024
EASTERN & SE 10TH 9,219 2024-2025
EASTERN & I-40 E 17,209 2022-2025
EASTERN & SE 29TH 3,893 2022-2024
EASTERN & SE 34TH 3,436 2022
ECHO & CENTRAL 3,126 2024
ECHO & ST. FRANCIS 10,329 2024
FILLMORE & AMARILLO BLVD 13,417 2023
FILLMORE & SE 3RD 12,650 2023-2024
FILLMORE & SE 10TH 18,124 2023-2024
FRITCH HWY & AMARILLO BLVD 13,001 2024-2025
FRITCH HWY & NE 24TH 7,519 2024-2025
GEORGIA & LINE 19,726 2023-2025
GEORGIA & SW 10TH 26,007 2023-2025
GEORGIA & SW 15TH 23,755 2023-2025
GEORGIA & I-40 W 42,668 2022-2025
GEORGIA & WOLFLIN 19,487 2022
GEORGIA & SW 26TH 32,653 2022-2023
GEORGIA & SW 34TH 36,113 2022-2023
GEORGIA & I-27 31,466 2022
GEORGIA & SW 45TH 25,612 2022-2023
GEORGIA & 58TH 24,714 2023
GRAND & AMARILLO BLVD 28,236 2024-2025
GRAND & NE 16TH 15,401 2024-2025
GRAND & NE 24TH 18,228 2022-2025
GRAND & SE 3RD 19,526 2024
GRAND & SE 10TH 21,801 2024
GRAND & I-40 E 31,001 2022-2025
GRAND & SE 27TH 9,545 2022
GRAND & SE 34TH 11,537 2022
HARRISON & SW 10TH 6,755 2023-2024
HARRISON & SW 15TH 3,540 2022-2024
HUGHES & AMARILLO BLVD 27,108 2025
HUGHES & NW 15TH 12,006 2025
HUGHES & NW 24TH 8,791 2024-2025
I-27 & SE 26TH 13,266 2022
I-27 & SE 34TH 22,425 2022-2023
I-27 & SW 45TH 33,831 2022-2023
I-27 & HOLLYWOOD 42,002 2025
LAKESIDE (LOOP 335) & AMARILLO BLVD 27,993 2024-2025
LAKESIDE (LOOP 335) & SE 3RD 25,894 2024-2025
LAKESIDE (LOOP 335) & I-40 E 24,252 2025
MARTIN & AMARILLO BLVD 19,631 2024
MARTIN & NE 15TH/16TH 10,685 2022-2025
MCMASTERS & AMARILLO BLVD 22,881 2023-2025
MCMASTERS & NW 15TH 2,364 2025
MCMASTERS & SW 3RD 16,635 2025
MCMASTERS & SW 6TH 18,632 2025
MIRROR & AMARILLO BLVD 32,160 2023-2025
MIRROR & NE 15TH 12,463 2024-2025
MIRROR & NE 24TH 13,603 2023-2025
MIRROR/ ECHO & HASTINGS 5,986 2024-2025
NELSON & I-40 E 15,318 2022-2025
OSAGE & SE 27TH 24,642 2022
OSAGE & SE 34TH 28,849 2022
OSAGE & SE 46TH 13,264 2022
PARAMOUNT / JULIAN & I-40 W 11,982 2022-2025
PARAMOUNT & SW 26TH 10,671 2022-2023
PARAMOUNT & OLSEN 7,435 2022
PARAMOUNT & SW 34TH 21,048 2022-2023
PARKER/ MOSS & I-27 5,357 2022
PARKER & SW 46TH 10,794 2022-2023
PARKER & SW 58TH 10,733 2022-2023
PAVILLARD & ST. FRANCIS 19,660 2024
PAVILLARD & WILLOW CREEK 3,625 2023-2024
PIERCE & AMARILLO BLVD 15,158 2023-2025
PIERCE & SE 3RD 13,958 2023-2024
PIERCE & SE 10TH 19,432 2023-2024
PULLMAN & AIRPORT BLVD 3,532 2024
PULLMAN & I-40 E 5,043 2024-2025
RIDGEMERE & AMARILLO BLVD 24,536 2024
RIVER ROAD & HASTINGS 5,298 2025
RIVER ROAD & CENTRAL 3,359 2024-2025
RIVER ROAD & ST. FRANCIS 13,861 2024-2025
RIVER ROAD & WILLOW CREEK 4,182 2023-2024
ROSS & SE 3RD 21,394 2024-2025
ROSS & SE 10TH 23,398 2024-2025
ROSS & I-40 E 32,598 2022-2025
SONCY & AMARILLO BLVD W 21,457 2022-2025
SONCY & I-40 W 54,899 2022
SONCY & SW 34TH 50,008 2022-2023
SONCY & SW 45TH 36,649 2022-2023
SONCY & HILLSIDE RD 37,898 2023
TASCOSA & AMARILLO BLVD 29,826 2023-2024
TAYLOR & AMARILLO BLVD 23,665 2025
TAYLOR & SE 3RD 13,323 2024-2025
TAYLOR & SE 10TH 18,797 2024-2025
TECKLA & OLSEN 9,202 2023
TECKLA & SW 34TH 23,878 2022-2023
TECKLA & FULTON 9,626 2022-2023
TECKLA & SW 45TH 24,642 2023
TYLER & SW 15TH 6,974 2021-2023
VIRGINIA & MAYS 3,796 2022-2023
VIRGINIA & SW 45TH 22,130 2023
WALLACE & SW 9TH 11,339 2023
WASHINGTON & SW 15TH 17,429 2022-2025
WASHINGTON & I-40 W 25,884 2022-2025
WASHINGTON & WOLFLIN 7,862 2022
WASHINGTON & SW 24TH 17,155 2022-2023
WASHINGTON & SW 34TH 14,727 2022-2023
WASHINGTON & I-27 35,958 2022
WASHINGTON & SW 46TH 27,476 2022-2023
WASHINGTON & SW 58TH 11,698 2023
WESTERN & AMARILLO BLVD 31,956 2023-2024
WESTERN & FAIRWAY 16,676 2024
WESTERN & SW 3RD 15,585 2023-2025
WESTERN & GEM LAKE 9,966 2023-2024
WESTERN & BUSHLAND/ SW 6TH 23,077 2023-2025
WESTERN & LINE 18,734 2023-2025
WESTERN & PLAINS 28,310 2024-2025
WESTERN & I-40 W 38,020 2023-2025
WESTERN & OLSEN 33,458 2022-2023
WESTERN & SW 34TH 28,043 2023
WESTERN & JANET/ 34TH 27,921 2023
WESTERN & PARAMOUNT 12,283 2022-2023
WESTERN & SW 45TH 36,654 2023
WESTERN & I-27 30,785 2022-2023
WESTERN & HILLSIDE / SW 58TH 27,470 2023
WESTERN & FARMERS 11,976 2023
WESTERN & ARDEN 13,666 2022-2023
WESTERN & HOLLYWOOD 10,232 2022-2025
WHITAKER & I-40 E 6,620 2022-2025
WIMBERLY & SW 34TH 11,885 2022-2023

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