Key takeaways
- On a rural road with a crest, the danger is the driver who cannot see the queue, so end-of-queue protection matters as much as the stop station itself.
- Station positions, advance sign spacing and speed reductions come from the TGS for that speed and road; the crew's job is to check them against what drivers actually see.
- Test the radios at both stations before stopping a single car, because crests and cuttings create dead spots that open roads hide.
- Simple queue maths before the shift tells you whether the hold times will push the queue back over the crest.
- Record hold times, queue lengths and any sign moves so the supervisor can show the layout was managed all day.
On any stop slow rural road job with a crest, one question decides the layout: can every approaching driver see the controller, or the back of the queue, in time to stop? Place stations and advance warning exactly as the TGS shows, test sight lines and radios on site, and keep the queue short of the crest.
This is an example scenario walked through from the night before to pack-down. It is not a real job, client or incident. It is written for supervisors and controllers who already hold the right cards, and it does not replace accredited training, the approved traffic guidance scheme (TGS) or your state's manual. The TGS must be prepared by a suitably qualified person. If you need the basics first, start with our guide to stop/slow traffic control.
The example site: culvert repair below a crest
Example scenario: a council maintenance crew needs to replace a collapsed culvert headwall on the shoulder and part of the northbound lane of a two-lane rural road.
- Road: one lane each way, sealed, posted 100 km/h, gravel shoulders, farm gates on both sides.
- Geometry: a crest about 250 metres south of the work site. Northbound drivers come over the top and descend towards the work.
- Work area: half the northbound lane plus the shoulder, so one lane must carry both directions.
- Plant: a small excavator and a tipper, with occasional truck movements in and out.
- Traffic: light, with farm vehicles, school buses at set times and some heavy vehicles.
- Hours: 7 am to 4 pm, one day.
- Crew: a supervisor with the implementation ticket, TC 1 at the north station, TC 2 at the south station, and a ute at each end.
The TGS provides for stop/slow with a reduced speed zone on both approaches, advance warning set back for the approach speed, and a note that the south station must be visible to northbound drivers before they reach it. The client considered portable traffic lights, but site access and the one-day duration led the designer to manual control with a reduced speed. That choice belongs to the TGS, not the crew.
The night before: reading the TGS against the road
A good supervisor does the first check from the depot. Using the TGS and a street-level map, they ask:
- Where exactly is the south station relative to the crest? The TGS puts it well down the descent, with the PREPARE TO STOP sign placed so drivers see it before the station.
- Where will the end of the queue sit if traffic is held? This is the question that matters most on a crest.
- Are there farm gates or side tracks inside the shuttle lane? Two farm gates are on the work side.
- Where is the nearest point for a U-turn if a heavy vehicle needs to be redirected?
Then the queue maths. This is an example calculation with assumed numbers, not a rule.
| Input (assumed) | Value |
|---|---|
| Northbound traffic in the busiest hour | 120 vehicles |
| Arrivals per minute | 2 |
| Longest hold for northbound traffic | 3 minutes |
| Vehicles queued at the end of the hold | about 6 |
| Space per queued vehicle, allowing for trucks | about 8 metres |
| Queue length | about 50 metres |
On those numbers the queue stays well short of the crest. But a school bus run plus a few trucks or a longer hold during a tipper movement could double it. The supervisor notes a trigger: if the northbound queue reaches the PREPARE TO STOP sign, shorten holds and call it in. Our free stop/slow cycle planner and the guide to stop/slow cycle time calculation show how to do this properly with your own counts.
Morning set-up: order, sight lines and radios
Arriving at 6:15 am, the supervisor runs the pre-start with the council crew: the TGS, the shuttle lane, who can enter it, escape routes for each station, where the tipper turns, the radio channel and backup, the fallback if radios fail, and SWMS sign-on.
Set-up then follows the order drivers will meet things, one approach at a time, with the controllers spotting for each other.
- Ute at the north end parked off the road with beacons on, clear of the station sight line.
- North approach advance signs in TGS order, including the reduced speed signs and PREPARE TO STOP.
- North station signs and the STOP HERE WHEN DIRECTED position.
- South approach advance signs, starting from the far side of the crest and working towards the site. Here the supervisor drives over the crest at the posted speed after each sign goes out.
- South station signs and position.
- Delineation of the shuttle lane and work area per the TGS.
- Permanent 100 km/h signs inside the reduced zone covered, fixed against wind.
The radio check. TC 1 and TC 2 test radios from their actual stations, not from the utes. In our example, TC 2 at the south station can hear TC 1 clearly, but the transmission breaks up when TC 2 steps slightly into the cutting on the low side of the road. The fix: TC 2's station stays on the higher shoulder where reception is clean, and the escape route is re-checked from there. The backup is agreed: if contact drops for more than the briefed period, both ends hold on STOP and the supervisor drives through. Our guide to traffic control radio communication covers call formats and fallbacks.
The drive-through: what drivers over the crest actually see
Before the first stop, the supervisor drives each approach at the speed the signs ask for, then again at the posted speed, because some drivers will ignore the reduction.
Northbound, over the crest, the supervisor looks for three things: the first sign seen early enough to read, the PREPARE TO STOP sign seen before the descent levels out, and the controller at the south station visible from far enough back to stop comfortably.
In our example, the low morning sun is directly behind TC 2 for northbound drivers. The controller is backlit and hard to see. The supervisor cannot move the station off the TGS position without approval, so they call the designer, explain the problem, and get approval to move the station a short way to a spot in front of a dark tree line where TC 2 stands out. The approval, time and reason go in the site diary. By mid-morning the sun has moved, but the new station stays because it is now the approved one.
Running the shuttle: the calls and the first problem
Stop/slow on a rural road runs on clear, repeated calls. The briefed format for this job:
- "North to South, stopping northbound... last vehicle is a red tray-back ute." (The controller showing SLOW stops their traffic and calls the last vehicle.)
- "South copies, red tray-back ute." Once it passes: "Red ute clear, releasing southbound."
- "Holding for the tipper" when plant needs the lane.
At 8:10 am, the first real problem: a stock truck heading north reaches TC 2 as TC 2 turns the bat to STOP. The truck stops, but late, and heavily. Heavy vehicles need more distance to stop than cars, and a truck coming down from the crest has momentum. TC 2 notes it, and from then on avoids stopping traffic with a heavy vehicle as the first vehicle where a safe gap allows. The near miss goes in the diary with the time and vehicle description. See the bat technique guide for stop and release sequences.
Managing the back of the queue over the crest
At 8:30 am the school bus run coincides with the tipper leaving. Southbound release is delayed while the tipper turns, and the northbound queue grows to about 12 vehicles. TC 2 sees the back of the queue approaching the PREPARE TO STOP sign and calls the supervisor.
The supervisor's options, in order:
- Shorten the hold. Hold the tipper until the queue clears; plant can wait, the crest cannot.
- Warn earlier. If the TGS includes an end-of-queue warning option, deploy it. In this example it does: a spare controller position with a warning sign is set up on the far side of the crest during the bus window.
- Stop the work. If the queue still builds, stop the plant and run traffic until it clears.
The supervisor does not ask TC 2 to leave the station and walk back to move signs. The end-of-queue section in our guide to end-of-queue management at roadworks explains why this point is a recurring focus for road authorities, and NSW's TS 05492 adds requirements in this area.
Farm gates, relief and the long afternoon
Rural jobs bring their own interruptions.
- Farm gate access. At 11 am a farmer wants to leave a paddock gate inside the shuttle lane. TC 1 holds both ends, the supervisor walks the vehicle out and into the shuttle in the correct direction, and the release call accounts for it as the last vehicle.
- Relief. Controllers on the bat are relieved on a schedule briefed in the morning, with the supervisor or a third person taking the station. A relief break is not more traffic control.
- Heat and fatigue. A long rural day in the sun slows reactions. Water at each station, shade where possible, and the supervisor watching for drifting or missed calls.
- Inspections. The layout is inspected at start, at suitable intervals and at end of shift, with findings recorded.
Pack-down and the record
Pack-down runs in reverse: stop the work, clear plant from the shuttle lane, remove work area delineation, then each approach from the station back to the furthest sign, with the crest approach handled last and with a spotter. Covers come off the permanent signs. The supervisor drives both approaches one final time.
| Record | Example entry |
|---|---|
| TGS reference and version | Stop/slow layout for culvert site |
| Pre-start and SWMS sign-on | 6:20 am, all crew signed |
| Radio check | Clean at both stations after TC 2 moved to high shoulder |
| Approved change | South station moved for sun glare, designer approval 7:05 am |
| Near miss | Stock truck stopped late, 8:10 am |
| Queue trigger reached | 8:30 am, hold shortened, end-of-queue warning used |
| Inspections | Start, mid-morning, midday, mid-afternoon, end |
| Pack-down complete | 4:15 pm, both approaches driven clear |
For the national guidance, check Austroads; in Queensland, Transport and Main Roads; in NSW, Transport for NSW. Check the current version of the manual your project specifies.
Next steps
Before your next rural stop/slow job, do the queue maths with real counts, drive every approach at the posted speed, and test radios from the stations themselves. Operators can roster relief controllers with fatigue checks and capture pre-starts and dockets on the crew's phones in TrafWise.
Frequently asked questions
Can you run stop/slow on a 100 km/h rural road?
Yes, if the approved TGS provides for it, usually with a reduced speed zone on each approach and advance warning placed for the higher approach speed. Many authorities prefer portable traffic lights over manual control where they suit the site, so check the client's requirements and your state's manual before planning bats.
Where should a stop/slow station be near a crest?
Where approaching drivers can see the controller and the stopped queue in time to stop, which normally means not just over the top of a crest. The TGS designer sets the position from sight distance for that speed. On site, drive both approaches and report any sight line problem to the designer before starting.
What happens if the queue goes over the crest?
Drivers coming over the top may meet stationary vehicles with too little warning. Shorten hold times, move the advance warning further back if the TGS allows it, or add end-of-queue protection such as an extra controller or warning device. Tell the supervisor straight away; the controller on the bat should not leave the station.
What if the radios drop out between stop/slow stations?
Both ends hold traffic on STOP until contact is restored or the supervisor puts another method in place, such as a relay person or a pilot vehicle. Agree the fallback and a maximum time without contact at the pre-start, and test the radios at the actual stations before work starts.
How long can traffic be held at stop/slow?
It depends on the permit, the road authority's conditions and the client's contract, which may set maximum delays. Long holds on rural roads also build long queues and impatience. Work out cycle times before the job, record actual hold times, and escalate when they exceed what was approved.