Some documents are made available in PDF format. You will need Adobe Reader
to view them.
PDF Version [576 KB]

Written/Compiled by:
Juan M. Morales, P.E.
J.M. Morales & Associates
1320 Pavilion Club Way
Reston, VA 20194
(703) 471-7031
Web address: www.jmmassoc.com
E-mail: jmmassoc@aol.com
For
American Traffic Safety Services Association
15 Riverside Parkway, Suite 100
Fredericksburg, VA 22406
(800) 272-8772
Web Address: www.atssa.com
E-mail: general@atssa.com
TABLE OF CONTENTS
Objectives of Highway Work Zones
Common Police Service in Work Zones
Understanding Work Zone Traffic Control
Component Parts of Typical Work Zone
The purpose of this guide is to present basic guidelines for the safe and effective use of law enforcement officers in highway work zones. This handy reference presents information on the options available to both officers and contractors working on highway construction sites.
Most of the information contained in this guide was obtained from the Manual on Uniform Traffic Control Devices (MUTCD), 2003 Edition, several focus groups with traffic safety and law enforcement personnel, and other references listed in the References section of this document.
This guide does not constitute a standard, recommended procedure or regulation of any kind. Specific standards and procedures that apply to the use of law enforcement officers may vary from jurisdiction to jurisdiction, depending on the type of work, its duration, and several other factors. Users should not rely on the information contained in this guide but use it solely to develop their own specific procedures as needed. Users are also encouraged to obtain specific information about state-specific standards and guidelines, local requirements, best practices and successful lessons learned.
Juan M. Morales, P.E.
J.M. Morales & Associates
1320 Pavilion Club Way
Reston, VA 20194
(703) 471-7031
Web address: www.jmmassoc.com
E-mail: jmmassoc@aol.com
Highway work zones can be dangerous to everyone involved. Passenger and commercial vehicles travel very close to highway workers and construction crews. Motorists often miss or purposely ignore regulatory and warning signs. Work zone crashes often involve highway workers and can be deadly. In an attempt to reduce work zone crashes, many state highway agencies use uniformed police officers to deter risky or unsafe driving. The safety of workers and law enforcement personnel within the work zone is just as important as the safety of the traveling public. While they enable the efficient completion of highway work, work zones present constantly changing conditions road users do not expect. This increases the risk for workers and law enforcement personnel on or near the roadway.
Although the use of police officers is promoted as a way to increase work zone safety, no specific guidance exists that addresses the need to coordinate traffic control and enforcement activities with the officers. The Manual on Uniform Traffic Control Devices (MUTCD), which defines the principles and procedures used by all States when designing and implementing work zones, does not provide guidance on this issue. However, the widespread use of police officers in highway work zones underscores the need for such guidance.
This pocket guide explains work zone operations and outlines roles and responsibilities. It contains guidelines and concepts developed from the MUTCD and meetings of the work zone law enforcement training steering group. These guidelines are intended to help law enforcement and transportation agencies provide more efficient traffic control, prevent crashes and save lives.
Common pitfalls when using law enforcement officers in highway work zones include:
This guide addresses these pitfalls utilizing simple, non technical language. It is designed to be used as a field reference, to be carried by officers assigned to work in highway work zones for quick consultation.
This guide does not constitute a recommended procedure or regulation of any kind. Specific standards and procedures may apply to the use of law enforcement officers in your jurisdiction. You should supplement the information in this guide with applicable regulations, standards and requirements.
Objectives of Highway Workzones
The primary objectives of temporary traffic control in highway work zones are to:
Work zones present constantly changing conditions that may be unexpected by the road user. This creates an even higher degree of vulnerability for the workers and law enforcement personnel on or near the roadway.
Road user safety, worker and officer safety and the efficiency of road user flow is integral to every work zone, from planning through completion.
Safe and effective work zones result from good planning and execution. Several agencies may have roles and responsibilities in the process.
Typically, the project owner designs the work zone and hires a contractor to execute the work. The contractor may have workers and supervisors monitoring the field work and may use a traffic control services vendor to implement the traffic control plan. The contractor may also hire the services of law enforcement officers to assist with various tasks. The Department of Transportation (DOT) may also have agreements with law enforcement agencies to use officers in work zones.
The table below summarizes roles and responsibilities of typical work zone stakeholders:
| Stakeholder | Typical Agency | Typical Roles and Responsibilites |
|---|---|---|
| Project Owner | State Department of Transportation, County, City, etc. | Concieve the project Fund the project Design the project1 Develop and approve a traffic control plan (TCP) Hire contractor to execute the project May require and hire (directly or indirectly) law enforcement officers, if needed Supervise the project |
| Highway Contractor | Construction Company, etc. | Execute the project Ensure that the work zone is according to the approved plan on a daily basis Temporary traffic control Installation and removal of traffic control devices Documentation of the project Designate a field Point of Contact (POC) Ensures that the approved traffic control plan is follwed Hire law enforcement officers, if needed |
| Contractor's Point of Contact (POC)2 | Traffic control supervisor, foreman, highway agency inspector, etc. | Represent the contractor in the field Make minor modifications to the approve Traffic Control Plan, if authorized Supervise field workers Communicate/coordinate with law enforcement personnel, if used Inspect the work zone periodically Be trained in safe traffic control practices Be visible and alert |
| Field workers | Traffic control technicians, workers, etc. | Report to the work zone supervisor Install and remove devices as instructed Notify supervisor of problems and close calls Understand and support the role of law enforcement Be trained in safe traffic control practices Be visible and alert |
| Law enforcement officers | State police agency, police department, etc. | Reduce the likelihood of speeding through presence Enforce traffic laws Control traffice, if applicable Maintain communcation with POC Be visible and alert Position themselves in an area that is both safe and effective Be informed about the project's objectives, schedule and progress Drive through the work zone Notify the point of contact of potential problems Be trained in safe traffic control practices |
1 May contract-out these responsibilites
Common Police Services in Work Zones
Law enforcement officers may provide various services when assigned to a highway work zone. It is important for officers to have a complete understanding of their role in a work zone.
The following table lists some law enforcement responsibilites.
| Type of Service | Typical Activities |
|---|---|
| Presence | Deter speeding and aggresive driving Gain the attention of drivers Protect workers Most common service in work zone Usually involves "off-duty" officers Presence officers are not primarily involved with traffic law enforcement |
| Enforcement | Active enforce traffic laws in the work zone May not be as common as presence May be combined with presence Usually involves "on-duty" officers |
| Traffic Control | Control traffic where needed and where flaggers cannot (intersections, traffic incident areas, etc.) May be used in detour situations Direct traffic to keep it moving Requires training and special equipment |
| Emergency Assistance | Control traffic in and around incident area Minimize the probability of a secondary crash Report crashes |
The following table highlights tasks every law enforcement officer in a work zone should
Perform:
| Task | Activities |
|---|---|
| Communicate | Report to the POC at the beginning of shift Contact project engineer for clarification & directions Remain in contact with local dispatch |
| Be Visible | Emergency lights on, headlights off If outside patrol vehicle & within work zone, shall wear retroflective safety vest (ANSI 107-2004 Class 2 or higher) |
| Be Alert | Stay alert at all times Avoid activities that might be distracting Keep your eye on traffic |
| Drive-Through | Drive through the work zones in both directions from all entry points Become familiar with the work zone and its activities Determine safe places to investigate crashes and for enforcement Identify hazardous conditions Notify the point of contact of any deficiencies and/or potential problems |
| Investigate Crashes | May investigate minor property damages crashes, if time to investigate is minimal Do not abandon position if in "presence" function Do not investigate crashes with injuries Call for assistance |
| Arrive Early and Leave Late ("15-minute rule") | Be present when the traffic control devices are being installed or removed Arrive at least 15 minutes before devices are installed Leave 15 minutes after devices are removed |
| Monitor compliance with the traffic control plan (TCP) | May inspect the TCP for problems Detect safety violations Notify supervisor of possible problems |
Understanding Work Zone Traffic Control
Minimum Federal temporary traffic control standards can be found in the Manual on Uniform Traffic Control Devices (MUTCD), published by the US Department of Transportation, Federal Highway Administration. The standards, guidelines and options included in this Federal publication are applicable in all streets and roadways open to public travel. States and other local jurisdiction may deviate from the MUTCD as long as their standards and guidelines exceed those found in the Manual.
Although the MUTCD does not contain explicit guidelines for the use of law enforcement officers in work zones, the same principles that govern the design and usage of traffic control devices apply.
Not all work zones are the same. They vary depending on many factors, such as specific state requirements, duration and/or location of the work and other variables. Work zones do share some basic concepts and terms. For example, all work zones have an “advance warning area,” where motorists are warned, through the use of warning signs, about the conditions ahead.
Component Parts of a Typical Work Zone
Although work zones vary in design, the following figure illustrates components of a typical work zone:
1. The Advanced Warning Area
The advance warning area is the section of highway where road users are informed about the upcoming work zone area. This area usually contains “advance warning signs” in advance of the work zone activity area:
The following table lists some advance warning sign guidelines:
| Shape | Diamond shape |
| Min. Size | 48” x 48” in high speed highways 36” x 36” in moderate speed highways |
| Color | Orange in work zones Fluorescent pink in incident management areas (optional) |
| Material | Aluminum if post mounted Vinyl "rollups" if attended Mesh for daytime only Retroflective at night |
| Min. Height (from elevation of pavement to bottom of sign) | 7’ for post-mounted signs in urban areas 5’ for post-mounted signs in rural areas 1’ for signs mounted on temporary supports |
| Lateral clearance (from corner of the sign to travel surface) | 2’ - 4’ in urban areas 6’ - 12’ in rural areas May be used on both sides of highway facility. |
| Spacing between signs | 100’ in low-speed urban areas3 350’ in high-speed urban areas 500’ in rural areas 1000’ - ½ mile in freeways and expressways |
| Sign Covering | Cover or remove the sign completely if sign is not applicable, even for short periods of time Burlap is not permitted Covering of only the legend is not permitted |
3 Individual states define “low speed” and “high speed,” but the dividing line is generally 35–40 mph. Use your jurisdiction’s rules and/or guidelines. If in doubt, assume it is “high speed”.
2. The Transition Area
The transition area is where road users are redirected out of their normal path. This area usually involves the use of tapers (gradual transitions). Tapers are critical to the effective operation of lane closures and other transitions. They are created using channelizing devices (cones, barricades or drums) and/or pavement markings to move traffic out of or into the normal path. Improper tapers may create unnecessary congestion and unsafe conditions.
IMPORTANT EXCEPTION: “FLAGGING TAPER”
When closing one lane of a two-lane road, the transition area requires short tapers (50'–100' maximum) and flaggers, who may need to stop traffic in one direction to prevent head-on collisions.
Traffic control devices are used to warn road users of the conditions created by the work activities and to provide the necessary guidance and control. The following table provides general guidelines for various devices that may be used in the work zone (may vary by jurisdiction):
| Cone | Two white retroreflective band for night use At least 28” in height for high-speed facilities Must be attended |
| Drums | Alternating orange and white stripes May be supplemented with steady-burn warning lights when used to form a taper or tangent (straight line). |
| Barricades | Diagonal stripes slope down to the traffic side |
| Arrow Panels | Use in addition to signs, not in lieu of On the shoulder, displaying an arrow, for lane closures If possible, out of the travel lane May be inside taper if no shoulder is available Not in buffer space Do not use on two-lane roads or lane shifts When off, store at least 30 feet from the travel lane 50% dimming for nighttime use |
| Warning Lights | Yellow lens At least 30” high Steady-burn for delineation (used in series along the taper and/or work areas) Flashing if used on signs or to draw attention to hazardous areas |
Arrow Panels
Arrow panels (or arrow boards) can supplement static signs on lane or shoulder closures:

The appropriate taper length (L), maximum channelizing device spacing and buffer length (BL) should be determined using the following table:
| Speed (mph) | Merging Taper, L (feet) | Shifting Taper, ½ L (feet) | Max Device Spacing on Taper (feet) | Max Device Spacing on Tangent (Past Taper) (feet) | Buffer Length, BL (feet) |
| 25 | 125 | 63 | 25 | 50 | 155 |
| 30 | 180 | 90 | 30 | 60 | 200 |
| 35 | 245 | 123 | 35 | 70 | 250 |
| 40 | 320 | 160 | 40 | 80 | 305 |
| 45 | 540 | 270 | 45 | 90 | 360 |
| 50 | 600 | 300 | 50 | 100 | 425 |
| 55 | 660 | 330 | 55 | 110 | 495 |
| 60 | 720 | 360 | 60 | 120 | 570 |
| 65 | 780 | 390 | 65 | 130 | 645 |
| 70 | 840 | 420 | 70 | 140 | 730 |
| 75 | 900 | 450 | 75 | 150 | 820 |
Notes:
HOW TO APPROXIMATE DISTANCES IN THE FIELD
| Speed (mph) | Merging Taper, L (paces) | Shifting Taper, ½ L (paces) | Max Device Spacing on Taper (paces) | Max Device Spacing on Tangent (Past Taper) (paces) | Buffer Length, BL (paces) |
| < 25 | |||||
| 30 | |||||
| 35 | |||||
| 40 | |||||
| 45 | |||||
| 50 | |||||
| 55 | |||||
| 60 | |||||
| 65 | |||||
| 70 | |||||
| 75 |
3. The Activity Area
The table below describes the different areas within the “activity area”:
| Buffer Space (BL) | Separates road users from the work zone. Provides recovery space for an errant vehicle. Should be completely empty. Do not position a patrol vehicle in the buffer space. Some buffer is better than no buffer at all. See taper table for recommended buffer lengths (BL). |
| Work Space | Area closed to road users and set aside for workers, materials, work equipment and work vehicles. Usually marked off by cones, drums or other channelizing devices. |
| Traffic Space | Area open to road users |
4. Termination Area
The termination area is used to return road users to their normal path.
The following recommendations may assist officers who are assigned to “presence” duty in a highway work zone.
Where should you be?
Recommended practices for the use of law enforcement officers on highway lane closures (when serving the function of “presence”):
| Stage | Recommended Activities |
|---|---|
| Before the work begins | Attend the pre-construction conference, if possible Familiarize yourself with the project Identify your points of contact and establish communication: Project owner Field contact Ask questions about your role Voice concerns about your safety, if any |
| Upon arrival at the work zone | Arrive early at the project, at least 15 minutes before devices are installed Contact your point of contact Identify your role and safest location Gather information about the project Drive-through the work zone Note signs in the advance warning area Identify possible relocating procedures Turn emergency lights on and headlights off |
| While at the work zone | Be alert, paying constant attention to traffic If applicable, face traffic! Be visible! Do not assume drivers will see you. Expect the unexpected and be ready to react Be in contact! Headlights off and turn emergency light on Pay attention to queues that may form and relocate as necessary Contact your POC if adjustments are needed or if you see any deficiencies in the work zone If work zone is stationary: Position your vehicle on the shoulder, between the second and third sign in the advance warning area Do not park in buffer space Relocate as needed based on traffic conditions, trying to be ¼ mile behind the end of the queue If work zone is continuously moving: Move with the work zone, if appropriate, depending on the speed of the work zone It may not be feasible to face traffic so pay as much attention to traffic as possible Relocate as needed based on traffic conditions, trying to be ¼ mile behind the end of the queue |
| After the work is completed | Stay at least 15 minutes to monitor traffic conditions |
The following example illustrations show typical applications of various highway work zones, as included in the Manual on Uniform Traffic Control Devices (MUTCD), 2003 Edition (http://mutcd.fhwa.dot.gov/). These examples cover a variety of situations commonly encountered in work zones.
In general, these illustrations show minimum solutions. The information can be adapted to a broad range of conditions.
These illustrations do not address the use of law enforcement officers in work zones. Additionally, officers should use judgment based on the traffic control setup, site characteristics, and location of adjacent driveways or parking lots.
They are intended as a guide to help you identify possible inappropriate and unsafe traffic control setups and conditions.
You must study the roles of law enforcement officers in work zones carefully on a case-by-case basis. State and local standards, guidelines and regulations may vary.
Table 6H-2. Meaning of Symbols on Typical Application Diagram

Figure 6H-4. Short Duration or Mobile Operation on Shoulder (TA-4)

Figure 6H-5. Shoulder Closure on Freeway (TA-5)

Figure 6H-10. Lane Closure on Two-Lane Road Using Flaggers (TA-10)

Figure 6H-17. Mobile Operations on Two-Lane Road (TA-17)

Figure 6H-21. Lane Closure on Near Side of Intersection (TA-21)

Figure 6H-22. Right Lane Closure on Far Side of Intersection (TA-22)

Figure 6H-23. Left Lane Closure on Far Side of Intersection (TA-23)

Figure 6H-26. Closure in Center of Intersection (TA-26)

Figure 6H-27. Closure at Side of Intersection (TA-27)

Figure 6H-30. Interior Lance Closure on Multi-lane Street (TA-30)

Figure 6H-32. Half Road Closure on Multi-lane, High-Speed Highway (TA-32)

Figure 6H-33. Stationary Lane Closure on Divided Highway (TA-33)

Figure 6H-34. Lane Closure with Temporary Traffic Barrier (TA-34)

Figure 6H-35. Mobile Operation on Multi-lane Road (TA-35)

Figure 6H-36. Lane Shift on Freeway (TA-36)

Figure 6H-37. Double Lane Closure on Freeway (TA-37)

Figure 6H-38. Interior Lane Closure on Freeway (TA-38)

Figure 6H-39. Median Crossover on Freeway (TA-39)

Figure 6H-42. Work in Vicinity of Exit Ramp (TA-42)

Figure 6H-43. Partial Exit Ramp Closure (TA-43)

Figure 6H-44. Work in Vicinity of Entrance Ramp (TA-44)

Last modified: 2/26/2009