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Queue Lengths in TTM: Predicting, Monitoring, and Managing End-of-Queue Hazards



Introduction

In roadwork zones, queue lengths are more than an inconvenience – they’re a leading cause of high-speed crashes. End-of-queue (EOQ) collisions often involve inattentive drivers and occur with little warning.

AGTTM explicitly addresses this risk, requiring designers and planners to forecast, monitor, and mitigate queue build-up. Here's how to do it properly.


Why Queue Lengths Matter

When vehicles are forced to stop or slow unexpectedly:

  • Drivers often fail to notice queues in time

  • Heavy vehicles have longer braking distances

  • Rear-end collisions become severe, especially above 60 km/h

Reference: AGTTM03-21, Section 4.8.4; AGTTM10-21, Section 2.4.3


How to Estimate Queue Lengths

AGTTM provides general guidance but not a fixed formula. Practical methods include:

  • Historical data or previous site observations

  • Peak hour traffic modelling

  • Site inspection for congestion indicators (e.g. nearby intersections, school zones)

As a rule of thumb, any queue over 150 m on roads 70 km/h and above is considered high risk.


Monitoring Queue Build-Up

Queue conditions can change quickly. Effective monitoring includes:

  • Visual observations by field staff

  • Use of CCTV or radar sensors

  • Instructions in TMP for how to report and respond to queues

In Queensland, QGTTM requires specific monitoring triggers to be defined in the TMP.

Reference: QGTTM Part 3, Section 4.8.3


Devices for Queue Protection

End-of-Queue (EOQ) Protection Options:

  • Portable Variable Message Signs (VMS): "QUEUED TRAFFIC AHEAD"

  • Advance warning signage at extended distances

  • Additional tail vehicle with arrow board

  • Use of rumble strips (where appropriate)

Reference: AGTTM03-21, Sections 4.8.4 and 5.8


Buffer and Taper Considerations

If your queue estimate suggests significant stacking, AGTTM recommends:

  • Extending advance warning area

  • Including a longer taper or shoulder refuge zone

  • Placing Truck Mounted Attenuators (TMAs) at risk zones

Reference: AGTTM03-21, Section 4.5 and 5.5.3


Real-World Tip

Tail vehicle positioning is critical. It should sit at the back of the queue, not the start of the taper, during high-volume phases.

Also, VMS boards are only effective when placed well before the queue starts – not at the taper entry.


What Auditors Look For

  • Was queue length discussed in the TMP?

  • Is there EOQ monitoring and response protocol?

  • Are devices and buffer zones scaled for the speed zone and traffic volume?

Neglecting queues is one of the top findings in post-incident reviews.


Final Word

Queue management is not about adding more cones. It’s about foreseeing the danger and managing expectations.

Every queue can be predicted, monitored, and managed – and every planner has the tools to do it.

 
 
 

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