21/ On a section of rural highway, a combination of vertical and circular curve is used. a -6% grade meets a 2% grade at station 10+00 for the curve having length 3 station. Assume PRT = 2.5 sec, e =10% , side friction 0.11, friction between tire and pavement = 0.33. determine 1-speed on highway 2-design the circular curve. %3! 3- maximum degree of curve.
21/ On a section of rural highway, a combination of vertical and circular curve is used. a -6% grade meets a 2% grade at station 10+00 for the curve having length 3 station. Assume PRT = 2.5 sec, e =10% , side friction 0.11, friction between tire and pavement = 0.33. determine 1-speed on highway 2-design the circular curve. %3! 3- maximum degree of curve.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Read the question carefully and give me all 1,2 and 3 right solutions according to the question.
![Q1/ On a section of rural highway, a combination of vertical and circular curve is
used. a -6% grade meets a 2% grade at station 10+00 for the curve having length
3 station . Assume PRT = 2.5 sec, e 10%, side friction 0.11, friction between tire
and pavement = 0.33. determine 1-speed on highway 2-design the circular curve.
3- maximum degree of curve.
%3!](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1311154d-635f-4397-9e2b-39bff71905dd%2Fad93ce4b-3ea8-40fc-ac04-8f3bcc1f4c0f%2Fhy7ovr9_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q1/ On a section of rural highway, a combination of vertical and circular curve is
used. a -6% grade meets a 2% grade at station 10+00 for the curve having length
3 station . Assume PRT = 2.5 sec, e 10%, side friction 0.11, friction between tire
and pavement = 0.33. determine 1-speed on highway 2-design the circular curve.
3- maximum degree of curve.
%3!
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