T-Junction (Type 2) - Right

Type 2 T-junctions with right-side approaches appear where terrain, property constraints, or historical road development created non-standard junction geometries, common in mountainous and coastal areas throughout Kerry, West Cork, Clare, and Mayo.

These geometric variations typically involve acute-angle approaches (side road joins at less than 60 degrees), obtuse-angle junctions (greater than 120 degrees), or offset alignments where the side road centerline doesn't align with expected junction points.

You'll encounter these on scenic coastal routes following irregular shorelines, mountain passes where engineering compromises were necessary, and rural areas where pre-existing lanes joined newer roads at whatever angles property access dictated.

Sign placement occurs 60-100 metres before the junction, often where the junction itself isn't yet visible due to geometry or terrain.

The Type 2 designation indicates geometric characteristics that create challenges beyond standard perpendicular junctions.

This warning indicates a right-side T-junction with non-standard geometry requiring enhanced caution and modified techniques compared to standard perpendicular junctions.

The geometric complications might include acute approach angles that restrict turning radii (particularly problematic for larger vehicles), obtuse angles creating extended blind zones, or offset alignments where vehicles emerge from unexpected positions.

Right-side Type 2 junctions are particularly hazardous because drivers' attention naturally focuses left (oncoming traffic), and geometric irregularities on the less-observed right side create greater surprise potential.

The warning prompts significant speed reduction, extended observation toward the right considering that geometry may hide approaching vehicles longer, and readiness for vehicles emerging at unusual angles or from unexpected positions.

Some Type 2 junctions require drivers to look back over shoulders due to extreme angle approaches.

Collisions at signed Type 2 junctions typically result in higher contributory negligence percentages than standard junctions because visible warnings establish that reasonable drivers should have exercised enhanced caution.

Priority road drivers maintaining inappropriate speed for warned geometric hazards may face 35-55% contributory negligence even when emerging vehicles bear primary fault.

Emerging drivers who misjudge unusual geometry face 75-95% liability given that YIELD or STOP controls at such junctions require extra observation accounting for geometric challenges.

Dangerous driving charges (€5,000, 5 penalty points) more readily apply at Type 2 junctions where signed warnings indicate enhanced hazards but drivers maintained normal speeds.

Insurance assessments examine whether drivers recognized Type 2 warnings and modified behavior appropriately—failure to do so strengthens negligence findings.

Theory test questions about geometric junction variations assess understanding that road layout irregularities create enhanced hazards requiring modified responses.

Questions might present Type 2 junction signs and ask what they indicate, what additional precautions are necessary, or how approach techniques differ from standard junctions.

Scenario questions test whether candidates understand that geometric complications affect visibility, turning requirements, and observation needs.

Practical tests in areas with Type 2 junctions assess whether candidates: recognize warnings indicating unusual geometry, apply enhanced caution (significant speed reduction, extended observation accounting for geometric blind zones), execute appropriate techniques (wider turning paths for acute angles, extended observation for obtuse angles), and demonstrate judgment about when geometric complications make maneuvers unsafe.

Common faults include treating Type 2 junctions identically to standard junctions despite warnings.