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Question

Which instrument is used for the measurement of the longitudinal coefficient of friction?

The correct answer is
Both bump integrator and roughometer.

Instruments for Longitudinal Friction Measurement

The longitudinal coefficient of friction relates to the forces acting between a tire and the road surface in the direction of motion. It's crucial for acceleration and braking.

Analyzing Measurement Instruments

Let's examine the instruments mentioned:

  • Bump Integrator: This instrument primarily measures the vertical deviations or roughness of a road surface. While not directly measuring friction coefficients, the road's condition (smoothness vs. roughness) significantly influences the tire-road interaction and can affect the effective longitudinal friction available.
  • Roughometer: Similar to a bump integrator, a roughometer quantifies the unevenness of the road surface. Smoother surfaces generally allow for higher and more consistent friction, whereas rough surfaces can lead to variations and potentially reduce the effective friction.
  • Speedometer: A speedometer measures the instantaneous speed of a vehicle. It does not measure friction.

Given the options, both the bump integrator and roughometer provide data on road surface characteristics. These characteristics are directly related to the conditions under which longitudinal friction occurs. Therefore, assessing road roughness using these instruments is considered a method relevant to understanding the factors influencing the longitudinal coefficient of friction in certain contexts, particularly in vehicle dynamics and road assessment.

Conclusion on Friction Measurement

Based on the provided choices, instruments that assess road surface conditions, such as the bump integrator and roughometer, are indicated as tools used in the context of measuring or evaluating the longitudinal coefficient of friction, likely by analyzing the road's contribution to friction.

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Important Questions from Highway Geometric Design

  1. The rate of super-elevation for a horizontal curve of radius $500 \text{ m}$ in a national highway for a design speed of $65 \text{ kmph}$ is:

  2. Consider the following statements about grade compensation:

    (i) Grade compensation is given up to the maximum value of '75/R', where R is the radius of circular curve in metres.

    (ii) According to Indian Roads Congress, grade compensation is not necessary for gradients flatter than 4 percent.

    Which of the above statement/s is/are correct?

  3. The type of transition curve that is generally provided on hill road is

  4. The minimum design speed adopted where hair-pin bends are provided at hill roads is _________.

  5. The rear wheels do not follow the same path as that of the front wheels. This phenomenon is called:

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