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IMSA Signs and Pavement Markings Technician 2 Free Practice Test

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A sign inventory lists a white rectangular sign with a black “SPEED LIMIT 40” legend. How should the sign be classified by function?

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Exam Syllabus

Core IMSA Signs and Pavement Markings Technician 2 topics

1

Sign function, design, and standard specifications

Classify signs by the message they convey | Connect regulatory signs to an existing rule | Evaluate whether the message can be read in time | Preserve consistent design and application

2

Sign location, inspection, and roadside integrity

Place signs where drivers can see them in time | Resolve competing sign locations by decision need | Remove signs when their reason for use ends | Inspect the whole sign support assembly

3

Guide, route, and freeway/expressway signing

Start guide-sign design with the facility type | Lay out street-name signs for clear street identification | Maintain destination continuity on freeways | Use guide signs selectively on low-volume roads

4

Longitudinal markings and freeway lane guidance

Choose longitudinal line color by traffic relationship | Interpret line patterns as operating instructions | Lay out standard broken lines with the stated ratio | Distinguish normal-width from wide lines

5

Intersections, pedestrian markings, and material performance

Continue line color through intersections | Lay out dotted extensions for intersection guidance | Match intersection line treatment to intended control | Use crossing context when deciding on crosswalk markings

6

Device maintenance, retroreflectivity, and work-zone safety

Eliminate markings that give obsolete guidance | Treat masking as a temporary bridge to removal | Check marking color performance over the material’s useful life | Base speed-zone signing on the established speed limit

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FAQ

Common questions about IMSA Signs and Pavement Markings Technician 2

Does this guide represent an official exam blueprint?

No. IMSA describes Technician II as an advanced certification program and lists course coverage, but the supplied official page does not publish a standardized exam format or detailed exam outline. This guide teaches supported subject matter; it does not claim to reproduce an exam blueprint.

What retroreflectivity level should I remember for longitudinal markings?

The MUTCD states that longitudinal markings on roadways with speed limits of 35 mph or greater require a method designed to maintain dry-condition retroreflectivity of at least 50 mcd/m²/lx, subject to the stated exceptions. At 70 mph or greater, 100 mcd/m²/lx is guidance. These are different levels of provision, not one universal target for every marking.

What should happen to obsolete pavement markings?

Markings that no longer apply and could confuse road users should be removed or obliterated until unidentifiable as soon as practicable. The MUTCD allows temporary masking with non-reflective, preformed tape approximately the pavement’s color until removal can occur.

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