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Select the correct answer for the following multiple-choice questions: . The very light asphalt application that is appliced between the binder course and the surface course of a flexible pavement is called: a. Tack coat b. Prime coat c. Seal coat d. Surface course e. Binder course 2. The application of a low-viscosity cutback asphalt between the granular base and the asphalt layer of a flexible pavement is called: a. Tack coat Cb. Prime coat c. Scal coat d. Surface course e. Binder course 3. Granular materials used for pavement design are defined as those containing: a. 35% or less material passing No. 200 sieve b. More than 35% material passing No. 200 sieve

Select the correct answer for the following multiple-choice questions: . The very light asphalt application that is appliced between the binder course and the surface course of a flexible pavement is called: a. Tack coat b. Prime coat c. Seal coat d. Surface course e. Binder course 2. The application of a low-viscosity cutback asphalt between the granular base and the asphalt layer of a flexible pavement is called: a. Tack coat Cb. Prime coat c. Scal coat d. Surface course e. Binder course 3. Granular materials used for pavement design are defined as those containing: a. 35% or less material passing No. 200 sieve b. More than 35% material passing No. 200 sieve

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Select the correct answer for the following multiple-choice questions: t. The very light asphalt application that is applied between the binder course and the surface course of a flexible pavement is called: a. Tack coat b. Prime coat C. Seal coat d. Surface course e. Binder course 2. The application of a low-viscosity cutback asphalt between the granular base and the asphalt layer of a flexible pavement is called: a. Tack coat b. Prime coat c. Seal coat d. Surface course e. Binder course 3. Granular materials used for pavement design are defined as those containing: a. 35% or less material passing No. 200 sieve b. More than 35% material passing No. 200 sieve c. 50% or less material passing No. 200 sieve d. More than 50% material passing No. 200 sieve e. 35% or less material passing No. 4 sieve 4. One of the following statements is a valid statement about the two asphalt binders: AC-30 and АС-10: AC-30 has higher penetration than AC-10 b. AC-30 has a higher viscosity than AC-10 c. AC-30 has a lower high-performance grade (PG) than AC-10 d. AC-30 has equal viscosity as AC-10 a. e. None of the above 5. The definition "one standard sieve size larger than the nominal maximum aggregate size" refers to: a. Restricted zone b. Critical sieve size c. Maximum aggregate size (MAS) d. Nominal maximum aggregate size (NMAS) e. Control sieve size 6. The asphalt binder volume minus the volume of the voids filled with asphalt represents the volume of the following phase in the asphalt mixture: a. The effective asphalt binder b. The bulk aggregates c. The voids in the asphalt mixture d. The absorbed asphalt binder e. The voids in the aggregate
Transcribed Image Text:Select the correct answer for the following multiple-choice questions: t. The very light asphalt application that is applied between the binder course and the surface course of a flexible pavement is called: a. Tack coat b. Prime coat C. Seal coat d. Surface course e. Binder course 2. The application of a low-viscosity cutback asphalt between the granular base and the asphalt layer of a flexible pavement is called: a. Tack coat b. Prime coat c. Seal coat d. Surface course e. Binder course 3. Granular materials used for pavement design are defined as those containing: a. 35% or less material passing No. 200 sieve b. More than 35% material passing No. 200 sieve c. 50% or less material passing No. 200 sieve d. More than 50% material passing No. 200 sieve e. 35% or less material passing No. 4 sieve 4. One of the following statements is a valid statement about the two asphalt binders: AC-30 and АС-10: AC-30 has higher penetration than AC-10 b. AC-30 has a higher viscosity than AC-10 c. AC-30 has a lower high-performance grade (PG) than AC-10 d. AC-30 has equal viscosity as AC-10 a. e. None of the above 5. The definition "one standard sieve size larger than the nominal maximum aggregate size" refers to: a. Restricted zone b. Critical sieve size c. Maximum aggregate size (MAS) d. Nominal maximum aggregate size (NMAS) e. Control sieve size 6. The asphalt binder volume minus the volume of the voids filled with asphalt represents the volume of the following phase in the asphalt mixture: a. The effective asphalt binder b. The bulk aggregates c. The voids in the asphalt mixture d. The absorbed asphalt binder e. The voids in the aggregate
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