OAR 734-020-0018
Establishment of Variable Speed Zones


(1)

Purpose:

(a)

This rule is adopted for the purpose of the Department and other road authorities establishing variable speed zones on public roads under ORS 810.180 (Designation of maximum speeds). A variable speed zone may be established on a section of highway when an engineering study determines that a range of speeds in response to recurring conditions provides for better traffic safety and operation than a single set speed.

(b)

A variable speed zone is established by a written order or rule defining the criteria, boundaries and procedures for speed changes in a designated manner over a given range of speeds at minimum specified intervals. At a particular time and place, the applicable speed zone reflects some of the same factors a prudent driver also considers. Examples include the effects of congestion, road conditions, reduced visibility or weather conditions. Improving the consistency between a responsible driver’s speed selection and the speed zone can keep traffic moving smoothly and improve safety. An engineering study is required.

(c)

This rule applies to all public roads except where the Department has delegated its authority to establish designated speeds on low volume or unpaved roads under ORS 810.180 (Designation of maximum speeds)(5) (f). The delegation of authority for low volume roads and unpaved roads is covered in OAR 734-020-0016 (Establishment of Speed Zones on Public Paved Low Volume Roads) and OAR 734-020-0017 (Establishment of Speed Zones on Public Unpaved Roads).

(2)

The State Traffic Engineer may apply this rule to establish a limited number of Variable Speed Zone pilot projects around the state. The State Traffic Engineer, subject to the following limitation, will decide the appropriate number of pilot projects to test the criteria and procedures in this rule. There may be pilot projects for a particular recurring condition such as congestion, road conditions, reduced visibility or weather conditions.

(a)

An evaluation of each pilot project Variable Speed Zone will be completed by the State Traffic Engineer after two years from the start of operation of that pilot project until each pilot project has been evaluated for an identified recurring condition under Section (1).

(b)

The Speed Zone Review Panel will review the evaluations for each identified recurring condition. The Speed Zone Review Panel will make a recommendation to the State Traffic Engineer to continue the evaluation period, terminate the evaluation, amend this rule to revise the criteria and procedures or remove the pilot project requirement.

(c)

The State Traffic Engineer will consider the recommendation of the Speed Zone Review Panel and decide whether to continue the evaluation period, terminate the evaluation, amend this rule to review the criteria and procedures or remove the pilot project requirement.

(d)

The State Traffic Engineer may continue the established pilot projects pending further evaluation, Speed Zone Review Panel review and final decision on establishing Variable Speed Zones.

(3)

Definitions: the following definitions apply to this rule in addition to the speed zone definitions in OAR 734-20-0010 and 734-020-0014 (Speed Zone Definitions),

(a)

“Algorithm” means the method or procedure by which the optimum speed is determined based on road, traffic or weather conditions.

(b)

“Maximum Speed” means the maximum designated speed or statutory speed that may be posted in the variable speed zone, typically when conditions such as congestion, road conditions, reduced visibility or weather conditions are not present to support a reduced variable speed. A maximum designated speed is determined per OAR 734-020-0010 (Establishment of Speed Limits on Interstate Highways (Except Variable Speed Zones, see OAR 734-020-0018)), 734-020-0015 (Establishment of Speed Zones on Public Roads Except Public Paved Low Volume or Public Unpaved Roads) or 734-020-0016 (Establishment of Speed Zones on Public Paved Low Volume Roads). A maximum statutory speed is established as a speed limit under ORS 811.111 (Violating a speed limit) or basic speed rule under 811.105 (Speeds that are evidence of basic rule violation).

(c)

“Speed Change Interval” means the magnitude of allowed change in miles-per-hour when the posted speed is changed in response to conditions.

(d)

“Speed Change Record” is the long term storage of each activated change including the reason or condition, in the posted speed at each variable speed sign in a manner such that the posted speed at a given location and time within a variable speed zone can be determined and reported.

(e)

“Transportation Operations Center (TOC)” (also called a Traffic Management Center or Traffic Management Operations Center) means the facility through which the road, traffic and/or weather conditions are monitored and collected, processed, distributed and communicated to the variable speed signs.

(f)

“Variable Speed Zone” means a designated speed that changes based on congestion, road conditions, reduced visibility or weather conditions.

(4)

Establishing a Variable Speed Zone on Interstate Highways: the following procedures apply when the Department of Transportation proposes establishing a variable speed zone on any section of interstate highway under ORS 810.180 (Designation of maximum speeds):

(a)

The Department may establish variable speed zones on a section of interstate highway based on an engineering study of the characteristics such as congestion, road conditions, reduced visibility or weather conditions. For each section of interstate highway under consideration the Department will prepare an engineering study that will include all of the following:

(A)

The Maximum speed.

(B)

Crash patterns in the section of highway under consideration by time of day, day of week, season of year or other period exhibiting recurring crash patterns.

(C)

Law enforcement consultation and input.

(D)

Traffic characteristics by time of day, day of week, season of year or other periods where recurring congestion levels and reduced average speeds occur, such as hourly congestion levels and calculated eighty-fifth percentile speeds (85% speeds).

(E)

Type and frequency of adverse road conditions, including weather, environment, and visibility.

(b)

The Department will prepare a written analysis and recommendation of the boundaries and algorithms for the variable speed zone. The recommendation will include:

(A)

Locations of each sign,

(B)

Set of algorithms,

(C)

The speed change intervals,

(D)

The means, responsibilities and procedures for changing posted speed and

(E)

The means, responsibilities and procedures for keeping the speed change records.

(c)

If appropriate, the Department will institute rulemaking to make changes to the interstate speed designations which are included in OAR 734-020-0019 (Locations and Criteria of Variable Interstate Speed Limits).

(d)

The speed change record must be retained and maintained for at least 5 years.

(e)

The speed zone becomes enforceable when variable speed signs are installed and operated.

(5)

Establishing a Variable Speed Zone on rural state highways except unpaved roads: the following apply when the Department of Transportation proposes to establish variable speed zones on sections of state highway outside city limits:

(a)

The Department may establish variable speed zones on a section of rural state highway based on an engineering study of the characteristics such as congestion, road conditions, reduced visibility or other weather conditions. For each section of rural state highway under consideration the Department will prepare an engineering study that will include all of the following:

(A)

The Maximum speed.

(B)

Crash patterns in the section of highway under consideration by time of day, day of week, season of year or other period exhibiting recurring crash patterns.

(C)

Law enforcement consultation and input.

(D)

Traffic characteristics by time of day, day of week or season of year or other periods where recurring congestion levels and reduced speeds occur, such as hourly congestion levels and calculated eighty-fifth percentile speeds (85% speeds).

(E)

Type and frequency of adverse road conditions, including weather, environment, and visibility.

(b)

The Department will prepare a written analysis and recommendation of the boundaries and algorithms for the variable speed zone. The recommendation will include all of the following:

(A)

Locations of each sign,

(B)

Set of algorithms,

(C)

The speed change intervals,

(D)

The means, responsibilities and procedures for changing posted speed and

(E)

The means, responsibilities and procedures for keeping the speed change records.

(c)

A written variable speed zone order must be issued by the department to establish a variable speed zone.

(d)

The original written variable speed zone order must be retained in the Department of Transportation’s records for each speed zone issued.

(e)

The speed change record must be retained and maintained for at least 5 years.

(f)

The speed zone becomes enforceable when variable speed signs are installed and operated.

(6)

Establishing a Variable Speed Zone on state highways inside city limits, city streets, county roads and any other rural public roads except unpaved public roads: the following procedures apply when the applicable Road Authority proposes to establish variable speed zones on sections of state highways inside city limits, city streets, county roads and any other rural public roads except unpaved public roads:

(a)

The road authority must make a recommendation to the State Traffic Engineer to establish a variable speed zone. The recommendation will include all of the information required in this section including the engineering study.
(b)The Department may establish variable speed zones on a section of state highways inside city limits, city streets, county roads and any other rural public roads except unpaved public roads based on an engineering study of the characteristics such as congestion, road conditions, reduced visibility or other weather conditions. For each section of public road under consideration an engineering study must be completed that will include all of the following:

(A)

The Maximum speed.

(B)

Crash patterns in the section of highway under consideration by time of day, day of week or season of year or other period exhibiting recurring crash patterns.

(C)

Law enforcement consultation and input.

(D)

Traffic characteristics by time of day, day of week or season of year or other periods where recurring congestion levels and reduced average speeds occur, such as hourly congestion levels and calculated eighty-fifth percentile speeds (85% speeds).

(E)

Type and frequency of adverse road conditions, including weather, environment, and visibility.

(c)

The road authority, or the Department on state highways, will submit an engineering study to the State Traffic Engineer, which includes the analysis and recommendation of the boundaries and algorithms for the variable speed zone. The recommendation will include all of the following:

(A)

Locations of each sign,

(B)

Set of algorithms,

(C)

The speed change intervals,

(D)

The means, responsibilities and procedures for changing posted speed and

(E)

The means, responsibilities and procedures for keeping the speed change records.

(d)

A written variable speed zone order must be issued by the department to establish a variable speed zone.

(e)

The original written variable speed zone order must be retained in the Department of Transportation’s records for each speed zone issued.

(f)

The speed change record must be retained and maintained for at least 5 years.

(g)

The speed zone becomes enforceable when variable speed signs are installed and operated.
[ED. NOTE: To view attachments referenced in rule text, click here to view rule.]

Source: Rule 734-020-0018 — Establishment of Variable Speed Zones, https://secure.­sos.­state.­or.­us/oard/view.­action?ruleNumber=734-020-0018.

734–020–0005
Traffic Control Devices
734–020–0010
Establishment of Speed Limits on Interstate Highways (Except Variable Speed Zones, see OAR 734-020-0018)
734–020–0011
Locations of Interstate Speed Limits Other Than Set in Statute
734–020–0014
Speed Zone Definitions
734–020–0015
Establishment of Speed Zones on Public Roads Except Public Paved Low Volume or Public Unpaved Roads
734–020–0016
Establishment of Speed Zones on Public Paved Low Volume Roads
734–020–0017
Establishment of Speed Zones on Public Unpaved Roads
734–020–0018
Establishment of Variable Speed Zones
734–020–0019
Locations and Criteria of Variable Interstate Speed Limits
734–020–0020
Warrants for Parking and Turn Prohibitions
734–020–0043
High Occupancy Vehicle Lane on Interstate 5
734–020–0045
Prohibition of Bicycles and Pedestrians on Freeways
734–020–0060
Design and Construction of Bikeways
734–020–0070
Fee for Issuance of Winter Recreation Parking Sno-Park Permits
734–020–0080
State Highway Right of Way Parking
734–020–0085
Parking Regulations
734–020–0090
Criteria for Parking Regulation
734–020–0095
Prohibited Activities on State Highway Right of Way
734–020–0100
Definitions for Freeway Median Crossovers
734–020–0105
Criteria for Approval of Freeway Median Crossovers
734–020–0110
Conditions under which Crossovers May Be Utilized
734–020–0115
Persons Authorized to Use Crossovers
734–020–0120
General Policy for One-Way Operation for Trucks and Buses
734–020–0125
One-Way Traffic Regulations for Trucks and Buses
734–020–0130
Criteria for One-Way Operation for Trucks and Buses
734–020–0145
Removal of Cargo or Debris from State Highways
734–020–0147
Disabled, Abandoned, and Otherwise Unattended Vehicles on State Highways Constituting Hazards or Obstructions to Motor Vehicle Traffic
734–020–0148
Disabled, Abandoned, and Otherwise Unattended Vehicle Tow Hearing Process
734–020–0150
Temporary Closure or Conditional Closure of Highways
734–020–0200
Yield Signs Attached to Transit Buses
734–020–0210
Yield Sign Specifications for Transit Buses
734–020–0220
Yield Sign Placement for Transit Buses
734–020–0300
Standards for Installation, Operation and Use of Traffic Control Signal Operating Devices
734–020–0310
Definitions for Traffic Control Signal Operating Devices
734–020–0320
Standards for Installation and Operation of Emergency Preemption and Bus Priority Systems
734–020–0330
Standards for Use of Traffic Control Signal Operating Devices
734–020–0400
Traffic Signal Approval Process
734–020–0410
Authority to place Traffic Control Devices
734–020–0420
Definitions for Traffic Signal Approval Process
734–020–0430
Traffic Signal Approval
734–020–0470
Traffic Signal Spacing Requirement
734–020–0480
Traffic Signal Progression Analysis for Traffic Signal Approval
734–020–0485
Design Standards for Installation or Modification of a Traffic Signal
734–020–0490
Conditions of Approval
734–020–0500
Removal of Traffic Signals
Last Updated

Jun. 8, 2021

Rule 734-020-0018’s source at or​.us