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.

Vehicle Intersection Count

INTERSECTIONS Total Vehicle Year
ADAMS & SW 3RD 15,011 2025-2026
ADAMS & SW 6TH 10,761 2025-2026
ADAMS & SW 8TH 10,146 2024-2026
ADAMS & SW 10TH 16,526 2024-2026
AIRPORT BLVD & I-40 E 11,369 2024-2025
AMARILLO BLVD AND SW 9TH 26,989 2023-2026
ARTHUR & SE 3RD 7,363 2024
ARTHUR & SE 10TH 16,526 2024
ARTHUR & I-40 E 6,456 2024-2025
ARTHUR & SE 27TH 10,666 2025-2026
ARTHUR & SE 34TH 17,036 2025
AVENUE B & NE 27TH 1,055 2024
AVENUE J & NE 8TH 1,902 2024
AVENUE J & NE 27TH 2,472 2024
AVONDALE & GEM LAKE 5,935 2024-2026
AVONDALE & SW 9TH 13,076 2024-2026
AVONDALE & PLAINS 13,280 2024-2026
AVONDALE/ OLSEN & I-40 W 10,350 2025-2026
BELL & PLAINS 36,269 2024-2026
BELL & I-40 W 49,767 2025-2026
BELL & SW 34TH 42,321 2025-2026
BELL & FULTON 28,646 2025-2026
BELL & SW 45TH 45,462 2025-2026
BELL & HILLSIDE 46,318 2025-2026
BELL & ARDEN 15,235 2026
BELL & I-27 25,449 2025-2026
BELL & HOLLYWOOD 12,579 2025
BOLTON & I-40 E 9,038 2024-2025
BOLTON & SE 34TH 4,812 2025-2026
BUCHANAN & NE 3RD 12,638 2024-2026
BUCHANAN & AMARILLO BLVD 28,336 2026
BUCHANAN & SE 3RD 27,264 2024-2026
BUCHANAN & SE 10TH 25,537 2024-2025
COULTER & FAIRWAY 5,710 2024-2026
COULTER & SW 9TH 12,855 2024-2026
COULTER & WALLACE 18,012 2024-2026
COULTER & WOLFLIN 30,684 2026
COULTER & I-40 W 61,228 2025-2026
COULTER & SW 34TH 47,816 2025-2026
COULTER & FULTON 31,545 2026
COULTER & 45TH 48,889 2025-2026
COULTER & HILLSIDE 48,115 2025-2026
COULTER & ARDEN 22,784 2026
COULTER & HOLLYWOOD 24,341 2025-2026
CROCKETT & SW 10TH 7,611 2025-2026
CROCKETT & SW 15TH 4,546 2023-2025
CROCKETT & I-40 W 6,770 2025-2026
CROCKETT & WOLFLIN 6,850 2025-2026
DUMAS & NE 24TH 12,925 2025
DUMAS & HASTINGS 7,820 2025
DUMAS & CENTRAL 4,249 2024-2026
DUMAS & ST. FRANCIS 22,860 2024-2026
DUMAS & WILLOW CREEK 3,845 2025-2026
EASTERN & AMARILLO BLVD 15,746 2024
EASTERN & NE 24TH 11,353 2024-2025
EASTERN & SE 3RD 16,022 2024
EASTERN & SE 10TH 9,219 2024-2025
EASTERN & I-40 E 17,136 2025-2026
EASTERN & SE 29TH 4,505 2024-2026
EASTERN & SE 34TH 3,640 2025-2026
ECHO & CENTRAL 3,126 2024
ECHO & ST. FRANCIS 10,329 2024
FILLMORE & AMARILLO BLVD 11,850 2026
FILLMORE & SE 3RD 18,996 2024-2026
FILLMORE & SE 10TH 22,975 2024-2025
FRITCH HWY & AMARILLO BLVD 13,001 2024-2025
FRITCH HWY & NE 24TH 7,519 2024-2025
GEORGIA & LINE 18,013 2024-2026
GEORGIA & SW 10TH 24,636 2024-2026
GEORGIA & SW 15TH 21,645 2024-2026
GEORGIA & I-40 W 40,429 2025-2026
GEORGIA & WOLFLIN 18,557 2025
GEORGIA & SW 26TH 31,862 2025-2026
GEORGIA & SW 34TH 35,621 2025-2026
GEORGIA & I-27 32,059 2025-2026
GEORGIA & SW 45TH 26,522 2025-2026
GEORGIA & 58TH 24,356 2026
GEORGIA & FARMERS – CONSTRUCTION 11,442 2026
GRAND & AMARILLO BLVD 28,236 2024-2025
GRAND & NE 16TH 15,401 2024-2025
GRAND & NE 24TH 18,625 2024-2025
GRAND & SE 3RD 19,526 2024
GRAND & SE 10TH 21,801 2024
GRAND & I-40 E 31,148 2024-2026
GRAND & SE 27TH 13,516 2025-2026
GRAND & SE 34TH 11,331 2025-2026
HARRISON & SW 10TH 6,135 2024-2026
HARRISON & SW 15TH 3,276 2024-2025
HUGHES & AMARILLO BLVD 27,108 2025
HUGHES & NW 15TH 12,006 2025
HUGHES & NW 24TH 9,007 2025-2026
I-27 & SE 26TH 11,740 2025-2026
I-27 & SE 34TH 19,078 2025-2026
I-27 & SW 45TH 28,787 2026
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 10,443 2024-2025
MCMASTERS & AMARILLO BLVD 21,470 2025-2026
MCMASTERS & NW 15TH 2,364 2025
MCMASTERS & SW 3RD 16,635 2025
MCMASTERS & SW 6TH 18,632 2025
MIRROR & AMARILLO BLVD 31,138 2024-2026
MIRROR & NE 15TH 12,463 2024-2025
MIRROR & NE 24TH 13,777 2024-2026
MIRROR/ ECHO & HASTINGS 5,986 2024-2025
NELSON & I-40 E 14,386 2024-2026
OSAGE & SE 27TH 22,921 2026
OSAGE & SE 34TH 26,182 2025-2026
OSAGE & SE 46TH 11,603 2026
PARAMOUNT / JULIAN & I-40 W 13,913 2025-2026
PARAMOUNT & SW 26TH 13,458 2025-2026
PARAMOUNT & OLSEN 12,701 2025
PARAMOUNT & SW 34TH 17,620 2025-2026
PARKER/ MOSS & I-27 6,084 2026
PARKER & SW 46TH 10,892 2025-2026
PARKER & SW 58TH 11,217 2023-2025
PAVILLARD & ST. FRANCIS 19,660 2024
PAVILLARD & WILLOW CREEK 3,625 2023-2024
PIERCE & AMARILLO BLVD 15,158 2023-2025
PIERCE & SE 3RD 24,804 2024-2026
PIERCE & SE 10TH 31,997 2024-2026
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 4,177 2024-2026
ROSS & SE 3RD 21,394 2024-2025
ROSS & SE 10TH 23,398 2024-2025
ROSS & I-40 E 31,094 2025-2026
SONCY & AMARILLO BLVD W 18,105 2022-2026
SONCY & I-40 W 42,962 2026
SONCY & SW 34TH 36,699 2025-2026
SONCY & SW 45TH 37,463 2025-2026
SONCY & HILLSIDE RD 37,340 2026
TASCOSA & AMARILLO BLVD 29,610 2024-2026
TAYLOR & AMARILLO BLVD 23,665 2025
TAYLOR & SE 3RD 22,929 2024-2025
TAYLOR & SE 10TH 33,243 2024-2025
TECKLA & OLSEN 7,986 2026
TECKLA & SW 34TH 19,685 2025-2026
TECKLA & FULTON 7,462 2025-2026
TECKLA & SW 45TH 22,769 2026
TYLER & SW 15TH 6,346 2024-2026
VIRGINIA & MAYS 4,114 2025-2026
VIRGINIA & SW 45TH 23,724 2026
WALLACE & SW 9TH 11,500 2026
WASHINGTON & SW 15TH 17,164 2024-2025
WASHINGTON & I-40 W 25,884 2022-2025
WASHINGTON & WOLFLIN 12,816 2025
WASHINGTON & SW 24TH 16,932 2023-2026
WASHINGTON & SW 34TH 26,538 2025-2026
WASHINGTON & I-27 30,129 2025-2026
WASHINGTON & SW 46TH 26,525 2026
WASHINGTON & SW 58TH 12,891 2026
WESTERN & AMARILLO BLVD 32,535 2024-2026
WESTERN & FAIRWAY 16,676 2024
WESTERN & SW 3RD 13,763 2025-2026
WESTERN & GEM LAKE 15,661 2024-2026
WESTERN & BUSHLAND/ SW 6TH 22,119 2024-2026
WESTERN & LINE 18,693 2024-2026
WESTERN & PLAINS 28,310 2024-2025
WESTERN & I-40 W 39,253 2025-2026
WESTERN & OLSEN 33,041 2025-2026
WESTERN & SW 34TH 29,575 2026
WESTERN & JANET/ 34TH 33,694 2025-2026
WESTERN & PARAMOUNT 24,683 2026
WESTERN & SW 45TH 41,162 2026
WESTERN & I-27 35,024 2026
WESTERN & HILLSIDE / SW 58TH 38,902 2026
WESTERN & FARMERS 22,159 2026
WESTERN & ARDEN 15,932 2025-2026
WESTERN & HOLLYWOOD 10,908 2025
WHITAKER & I-40 E 7,821 2025
WIMBERLY & SW 34TH 12,211 2025-2026

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.

 

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