A 0.12-radian simple curve is to be designed for a maximum speed of 88 kph. The coefficient of friction between the tired and pavement is 0.30. What is the required super-elevation percent? OA 6.55 OB 5.66 OC2.38 OD. 23.8 O E None of the above

Structural Analysis
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Chapter2: Loads On Structures
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A 0.12-radian simple curve is to be designed for a maximum speed of 88 kph. The coefficient of friction between the tired and pavement is 0.30. What is the required super-elevation in
percent?
OA 6.55
OB. 5.66
Oc.2.38
O D. 23.8
O E. None of the above
Transcribed Image Text:A 0.12-radian simple curve is to be designed for a maximum speed of 88 kph. The coefficient of friction between the tired and pavement is 0.30. What is the required super-elevation in percent? OA 6.55 OB. 5.66 Oc.2.38 O D. 23.8 O E. None of the above
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