Pavement Design Questions and Answers – Highway Maintenance – Ride Quality – 1

This set of Pavement Design Multiple Choice Questions & Answers (MCQs) focuses on “Highway Maintenance – Ride Quality – 1”.

1. What is the main goal of the ride quality of the pavement?
a) Provide smooth surface
b) Improve the performance
c) Maintain performance level
d) Extend design life
View Answer

Answer: c
Explanation: The goal of the ride quality of pavement is to maintain the performance of the pavement that begins operations at a high level of smoothness. This is done throughout the design life by using the appropriate rehabilitation techniques.

2. Smoother pavements give rise to more deflections on the pavement surface.
a) True
b) False
View Answer

Answer: b
Explanation: The smoother the pavement surface, the lower is the on the pavement surface. This is because the dynamic loading due to traffic is lower at a smoother surface. The reduction in dynamic loading significantly reduces the deflections.

3. Which of the below is not a response of the pavement due to loading?
a) Deflection
b) Stress
c) Strain
d) Moment
View Answer

Answer: d
Explanation: There are three responses due to the loading on the pavement – deflection, stress and strain. When the dynamic load is increased, these responses also increase and cause the failure of the pavement surface.
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4. To assess the ride quality of the pavement, ______ is measured.
a) Transverse profile
b) Longitudinal profile
c) Transverse speed
d) Longitudinal speed
View Answer

Answer: b
Explanation: In order to assess the ride quality of the pavement, the longitudinal profile along both wheel paths is measured. A profile is a variation in the elevation of the pavement surface from a reference plane.

5. What is the name of the statistical method that is used to measure the roughness of the pavement?
a) RI
b) IIR
c) IRI
d) IR
View Answer

Answer: c
Explanation: IRI is the International Roughness Index. It is a statistical method used for evaluating the roughness of the pavement surface. A lower IRI value indicates a smoother pavement surface. It is usually measured in units of in/mi, m/km or mm/m.

6. The IRI value of the pavement under consideration was found out to be 140. Which category of roughness does this fall into?
a) Acceptable
b) Unacceptable
c) Good
d) Bad
View Answer

Answer: a
Explanation: There are three categories of roughness of the pavement surface depending on the value of the IRI. In the question, the pavement has an IRI value of 140. This falls under the acceptable category since the IRI value is ≤170.

7. Which of the below is not a type of the response type road roughness measuring system (RTRRMS)?
a) Bump integrator
b) Profile gauge
c) Phone-based systems
d) Accelerometer-based systems
View Answer

Answer: b
Explanation: Profile gauge is used to check the profile of decorative pieces during woodworks or metalworks. There are three types of RTRRMS – bump integrator, accelerometer-based systems and cell phone-based systems.
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8. What is the method based on PSR that requires no judging panel?
a) PSI
b) PSG
c) PSP
d) PSF
View Answer

Answer: a
Explanation: PSI stands for present serviceability index and unlike PSR, it doesn’t require a panel to judge the quality of the pavement. The ride quality can be found out using a set of equations. There are different equations for flexible and rigid pavements.

9. The ratio of standard vehicle’s accumulated suspension motion to the distance travelled by the vehicle during the measurement is called ______
a) Rectified slope
b) Average rectified slope
c) Reclined slope
d) Average reclined slope
View Answer

Answer: b
Explanation: The IRI is based on the ARS – average rectified slope. It is defined as the filtered ratio of standard vehicle’s accumulated suspension motion in mm or m to the distance travelled by the vehicle during the measurement in km or mi.
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10. Profilograph is a type of profiling device used to measure the profile of the pavement.
a) True
b) False
View Answer

Answer: b
Explanation: Profilograph and profiling device are two separate categories of devices used to find the pavement profile. Profilographs are not easy to move around and measure a large amount of data. Profiling devices, on the other hand, are widely used today because of accuracy, scaling and complete reproduction of data.

Sanfoundry Global Education & Learning Series – Pavement Design.

To practice all areas of Pavement Design, here is complete set of 1000+ Multiple Choice Questions and Answers.

If you find a mistake in question / option / answer, kindly take a screenshot and email to [email protected]

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Manish Bhojasia - Founder & CTO at Sanfoundry
Manish Bhojasia, a technology veteran with 20+ years @ Cisco & Wipro, is Founder and CTO at Sanfoundry. He lives in Bangalore, and focuses on development of Linux Kernel, SAN Technologies, Advanced C, Data Structures & Alogrithms. Stay connected with him at LinkedIn.

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