A traffic surveying conducted on a road yield an average daily traffic count of 5000 vehicle. The axle load distribution on the same road is given in the following table. Axle load (tones) Frequency of traffic (f) 18 10 14 20 10 35 15 20 The design period of the road is 15 years. The yearly Traffic growth rate is 7.5% the load safety factor (LSF) is 1.3. If the vehicle damage factor (VDF) is calculated from the above data, the design traffic (In million standard axle load MSA) is
A traffic surveying conducted on a road yield an average daily traffic count of 5000 vehicle. The axle load distribution on the same road is given in the following table. Axle load (tones) Frequency of traffic (f) 18 10 14 20 10 35 15 20 The design period of the road is 15 years. The yearly Traffic growth rate is 7.5% the load safety factor (LSF) is 1.3. If the vehicle damage factor (VDF) is calculated from the above data, the design traffic (In million standard axle load MSA) is
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A traffic surveying conducted on a road yield an average daily traffic count
of 5000 vehicle. The axle load distribution on the same road is given in the
following table.
Axle load (tones) Frequency of traffic (f)
18
10
14
20
10
35
8
15
6
20
...
The design period of the road is 15 years. The yearly Traffic growth rate
is 7.5% the load safety factor (LSF) is 1.3. If the vehicle damage factor (VDF)
is calculated from the above data, the design traffic (In million standard axle
load MSA) is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9f956ba0-f87b-4350-aa3a-ad7a9454bc18%2F7e14aeec-5275-4144-a388-4918a9a66f7a%2Foy37wxl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A traffic surveying conducted on a road yield an average daily traffic count
of 5000 vehicle. The axle load distribution on the same road is given in the
following table.
Axle load (tones) Frequency of traffic (f)
18
10
14
20
10
35
8
15
6
20
...
The design period of the road is 15 years. The yearly Traffic growth rate
is 7.5% the load safety factor (LSF) is 1.3. If the vehicle damage factor (VDF)
is calculated from the above data, the design traffic (In million standard axle
load MSA) is
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