Q2: Select one for each of the following: 1. Tire pressure affects the: a) pavement thickness b) quality of surface course c) number of layers d) pavement type 2. Tie bars in rigid pavements are at: a) expansion joints b) contraction joints c) warping joints d) longitudinal joints 3. The fundamental factor in selection of pavement type is a) climatic condition b) type and intensity of traffic c) subgrade and drainage condition d) cost 4. Present Serviceability Index (PSI) depends on a) slope variance b) rutting c) cracking d) all of them 5. Using subbase course in rigid pavement is for: a) resist unlimited loading b) more economical c) drainage purpose d) no reinforcement used

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Q2: Select one for each of the following:
1. Tire pressure affects the:
a) pavement thickness b) quality of surface course c) number of layers d) pavement type
2. Tie bars in rigid pavements are at:
a) expansion joints b) contraction joints c) warping joints d) longitudinal joints
3. The fundamental factor in selection of pavement type is
a) climatic condition b) type and intensity of traffic c) subgrade and drainage condition d) cost
4. Present Serviceability Index (PSI) depends on
a) slope variance b) rutting c) cracking d) all of them
5. Using subbase course in rigid pavement is for:
a) resist unlimited loading b) more economical
c) drainage purpose d) no reinforcement used
S
Transcribed Image Text:Q2: Select one for each of the following: 1. Tire pressure affects the: a) pavement thickness b) quality of surface course c) number of layers d) pavement type 2. Tie bars in rigid pavements are at: a) expansion joints b) contraction joints c) warping joints d) longitudinal joints 3. The fundamental factor in selection of pavement type is a) climatic condition b) type and intensity of traffic c) subgrade and drainage condition d) cost 4. Present Serviceability Index (PSI) depends on a) slope variance b) rutting c) cracking d) all of them 5. Using subbase course in rigid pavement is for: a) resist unlimited loading b) more economical c) drainage purpose d) no reinforcement used S
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