NZTA Variable Message Sign notes

Document Purpose

The purpose of this document is toΒ assist site selection, positioning & alignment, and posting ofΒ messages for MobileΒ VMS on the State Highway network and local roads.

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A separateΒ document titled NZTA Specification for Mobile Variable Message Signs is availableΒ toΒ provide a set of specifications for the design and procurement of NZTA Mobile VariableΒ Message Signs.

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Keywords:

Mobile VMS, Mobile Variable Message Sign, DesignΒ Guide, Specification, LED, Mobile Sign, Signage,Β Electronic, Dynamic, CMS, Safety, Advisory, Warning,Β Motorway, High Volume Urban, Rural.

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1.Β Introduction

1.1.Β Scope

These Notes provide guidance to the operation of Mobile VMS.Β Accordingly the scope of this document has been defined as follows:

1.Β Site selection
2.Β Positioning and alignment of the trailer.
3.Β Β Posting of messages through reference to the NZTA VMS Operating PolicyΒ and Procedures.

A separate document titled NZTΒ Specification for Mobile Variable Message SignsΒ is available toΒ provide a set of specifications for the design and procurement ofΒ NZTA Mobile Variable Message Signs. The Specifications document should be readΒ in conjunction with these Notes.

NZTA also has two other separate documents titled National OperatingΒ PolicyΒ forΒ NZTAΒ Variable Message Signs, and National OperatingΒ ProceduresΒ for NZTAΒ Variable Message Signs.

These documents provide assistance for the composingΒ and setting of messages on Mobile VMS.

1.2.Β Definitions and Acronyms

Approved font -Β AΒ slightly compressed font approved by NZTA which must be used forΒ NZTA Mobile VMS

Barrier Protection -Β Generic term covering various roadside protective barrier systemsΒ including rails, fences, and crash cushions, which are designed toΒ restrain vehicles which are out of control.

Bezel -Β The border area surrounding the VMS enclosure, mounted flush withΒ the polycarbonate front panel.

cd -Β Candela.

CDMA -Β Code Division Multiple Access. The term refers to a cellularΒ telecommunication network.

CIS -Β (NZTA) Customer Information Services

COPTTM -Β NZTA Code Practice for Temporary Traffic Management.

Design Wind Speed -Β Ultimate wind speed at the site based on terrain and return period.

DHCP Delivered IPΒ -Β Dynamic Host Configuration ProtocolΒ -Β it allows devices to configureΒ their own network settings by querying a host server about the detailsΒ of the network.

DynacΒ -Β The NZTA’s software that monitors and controls most ITS applications,Β and is used to change VMSΒ messages.

EnclosureΒ -Β The enclosure housing the display and the electronics systemsΒ immediately associated with the display.

Ethernet Protocol -Β Industry standard network Broadcast technology.

FAT -Β Factory Acceptance Test

FCD - Field Controller Device

GDM -Β NZTA Geometric Design Manual.

GSM -Β GlobalΒ System forΒ MobileΒ communication.

GVM -Β Gross vehicle mass.

ITS -Β Intelligent Transport Systems.

Lantern -Β In the context of this document, a lantern consists of multiple LEDs inΒ a circular grouped array.

LCDΒ -Β LiquidΒ Crystal Display.

LED -Β Light Emitting Diode

MACA -Β Monitoring And Control Application. NZTA’s software thatΒ monitoredΒ and controlled VMS message changing was replaced by DYNAC inΒ 2012.

MIB -Β Message Information Block

Motorway -Β Roads designated as motorways, generally characterised by highΒ volume multilane carriageways.

MOTSAM / TCDM -Β The NZTAΒ Manual Of Traffic Signs And Markings,Β and its progressiveΒ replacement, the Traffic Control Devices Manual.

NCHRPΒ 350 -Β National Highway Cooperative Research Programme report.Β Recommended Procedures for the Safety Performance Evaluation ofΒ Highway Features.

NTCIP -Β National Transportation Communications for ITS Protocol.

NZTAΒ -Β NZ Transport Agency

Pixel -Β A single point inΒ a graphic image. In the context of this documentΒ pixels must achieve the viewing angle, luminance, and otherΒ performance characteristics described in this Specification.Β The performance characteristics may be achieved with a pixelΒ consisting of a single LED, or closely grouped LEDs, that present aΒ single point of light at a normal viewing distance.

RCA -Β Road Controlling Authority

Road Reserve -Β The area from the legal boundary on one side to the legal boundary onΒ the other side.

RS-232/485Β -Β Is a standard for serial connections

SNMP -Β SimpleΒ NetworkΒ ManagementΒ Protocol

TCDMΒ -Β Traffic Control Devices Manual.

TTMΒ -Β Temporary Traffic Management.

UMTS -Β Universal Mobile Telecommunications System

VMSΒ -Β Variable Message Sign.

1.3.Β Β MobileΒ VMS Applications

MobileΒ VMSΒ are commonly used as part ofΒ a traffic managementΒ systemΒ for:

ο‚·Β HazardΒ warnings

Provide information on unusual or hazardous driving conditions (e.g. plannedΒ maintenance activities)

ο‚·Β EventΒ notifications

ProvideΒ roadΒ information on future events including majorΒ sporting/culturalΒ events and planned road closuresΒ or diversions these events may require

ο‚·Β RouteΒ advisory

Provide guidance on alternative routesΒ where applicable

ο‚·Β TravelΒ timeΒ information

Provide information on travel times to downstream locations when there isΒ prior knowledge of possible delays

ο‚·Β IncidentΒ management

Provide advance warning to motorists of incidents including crashes andΒ non-recurrentΒ or unusually severe congestion, when there is sufficient time toΒ deploy them

ο‚·Β SafetyΒ advisoryΒ notices

ProvideΒ genericΒ safetyΒ messagesΒ that have been sanctioned by NZTA, asΒ part of an approved safety campaign

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2.Β Β MobileΒ VMS Site Selection

2.1.Β Selection CriteriaΒ forΒ MobileΒ VMS

MobileΒ VMS site selection must take into accountΒ a large number ofΒ factors.

2.1.1.Β Positioning for Approaching Motorists

Unless there are operational requirements that necessitate variations, theΒ MobileΒ VMS must be positionedΒ to the left of the approaching motorist. In virtually allΒ situations it is considered unsafe to position aΒ MobileΒ VMS on the rightΒ hand side ofΒ approaching traffic because it may confuse motorists’ point of reference under nightΒ time conditions and lead to a head on collision.

2.1.2.Β Minimum Distance from Key Intersections

If theΒ MobileΒ VMS is intended to advise route diversions, the sign should be locatedΒ sufficiently in advance of the alternate route intersection to allow motorists toΒ assimilate the message and respond accordingly, including changing lanes ifΒ necessary.

ForΒ Motorways, theΒ MobileΒ VMS should be placed a minimum distance ofΒ 1,500Β meters prior to an access/diversion point. This distance provides the motorist withΒ roughly 50Β -Β 60 seconds from the time they have read the message until they reachΒ the access/diversion point.

On an urban/arterial roadway segment, the distance may vary dependent on issuesΒ such as speed limits, local factors, and right-of-way constraints.

On a rural single lane roadway, with no need to change lanes, but acknowledgingΒ the complexity of some decisions and the route choices, a distance equating to atΒ least 1,000 meters in a 100 km/h zone, or a proportionally reduced distance in lowerΒ speed zones, is suggested.

ForΒ low traffic volumes (e.g. 2,000 AADT)Β where theΒ MobileΒ VMSΒ may display aΒ message advising motorists to turn back, consideration should beΒ given to choosingΒ a site that has a suitable pull over / turning area just after and within view of the signΒ for map reading / turning around.

With high traffic volumes and a high-speed environment a level is reached whereΒ pulling over or turning around is unsafe. Professional judgement should beΒ exercised as to where pull over / turning areas are appropriate.

2.1.3.Β Clear Sight Distance

In motorway andΒ high volume urban (HVU)Β settings there are typically many otherΒ signs and distractions that compete for motorists’ attention. Visibility and impact,Β proportional to the environmental context, are particularly important considerationsΒ of site selection.

ForΒ roadways with a speed environment of 100kph,Β sites that allow motorists clearsight distance to the signof at least 300Β metresΒ should be sought.

In lower speedΒ environments the distances can be reduced proportionally.

Ensure that road side trees or other structures will not obscure the sign.

2.1.4.Β Avoiding Sunlight Glare

If possible avoid positioning theΒ MobileΒ VMS directly in front of a rising or setting sunΒ as this may significantly reduce its effective visibility. Similarly, reflections of the sunΒ on the display face may reduce its legibility evenΒ with louvers orΒ an anti-glare mask.

Where these display visibility factors cannot be mitigated by e.g. taking advantage ofΒ a natural backdrop of a hill or trees, or aΒ downhillΒ slope, then the use of a hood orΒ louvers should be considered to shield the display.

2.1.5.Β Road Geometry

Avoid positioning aΒ MobileΒ VMS immediately before a sharp bend, blind crest, orΒ intersection, where the signΒ may distract attention at a critical moment and couldΒ lead to loss of driver control.

Also theΒ MobileΒ VMS must not be positioned where the display may be seen from aΒ neighbouring road ifΒ this will result in motorists receiving confusing or conflictingΒ information.

2.1.6.Β Presence of Other Signage

MobileΒ VMS should not compete with other existing signs and or strong light emittingΒ sources or interfere with traffic control devices both proceedingΒ and beyond the site.

As a guide,Β MOTSAM requires different signs to be located a minimum of (0.6V85)Β apart, whereΒ V85is the 85thΒ percentile speed of traffic, in km/h, at the sign location.

2.1.7.Β Avoid Creating a Hazard or Hindrance

In the Motorway context,Β MobileΒ VMS will normally need to be positioned behindΒ barrier protection.Β In the HVU and Rural context, for speed environments at or above 70kph,Β MobileΒ VMS should be sited outside the clear zone or behind barrier protection.

For speeds below 70 km/hΒ MobileΒ VMS should be located as far from the road edgeΒ as practicable.

Consideration must be given to visibility, illumination, and safety under night time orΒ adverse weather conditions

Placement ofΒ MobileΒ VMS must not impede pedestrian footpaths or cycle lanes.

2.1.8. Access to Mains Power

Check access to a suitable power source if theΒ MobileΒ VMS is required to run offΒ mains power.

2.1.9.Β Communications Coverage

If messages for theΒ MobileΒ VMS are to be controlled remotely, the site must haveΒ the appropriate communication system coverage.

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3. Deployment

3.1. General Deployment Requirements

When deploying a Mobile VMS, operators shall ensure:
ο‚· The rear of the trailer faces oncoming traffic
ο‚· The handbrake is on
ο‚· The wheel clamps are fitted and locked
ο‚· The stabiliser legs are extended firmly to the ground

3.2. Deployment in Wind

The β€œsail area” of the raised display will exert large overturning forces on the trailer in moderate to high winds.

In addition to the requirements listed in Section 3.1, operators shall also employ some, or all, of the following measures if there is a risk of overturning in high wind:

ο‚· Use the lash down straps provided, to anchor the trailer to the ground or some other fixed object. The most important lash down points are those on the windward side
ο‚· Only raise the display to the lowest operational configuration. (However it must be noted that a fully raised display provides better visibility in moderate to high traffic volumes)
ο‚· If very high winds are expected, the display should be placed in transportation mode, or the Mobile VMS moved to a position of safety until the winds abate



4. Mobile VMS Messages

Messages posted on Mobile VMS shall comply with the standard message design processes outlined in the NZTA National VMS Operating Procedures, and where possible shall utilise the standard messages provided in this document.

Inconsistent or contradictory messages may arise between Mobile VMS and fixed VMS. To ensure road users receive consistent information, the appropriate Traffic Operation Centre must be made aware of the proposed Mobile VMS message before it is displayed

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