A six-lane highway (3 lanes in each direction) is to be designed to replace an existing highway. The present AADT in one direction is 6000 and is expected to grow at 3% per year. The design life is 30 years and the vehicle mix is: Passenger cars (2000 lb/axle) = 60% 2-axle single unit trucks (6000 lb/axle) = 30% 3-axle single unit trucks (12000 lb/axle) = 10% 1) Determine the design ESAL using the AASHTO method. Exclude passenger cars. Assume SN = 4 and pt = 2.5. 2) Determine the design ESAL using CALTRANS method. Exclude passenger cars. Compare and comment on the result obtained from Problem 1. 3) Calculate the Traffic Index using Caltrans Method.
A six-lane highway (3 lanes in each direction) is to be designed to replace an existing highway. The present AADT in one direction is 6000 and is expected to grow at 3% per year. The design life is 30 years and the vehicle mix is: Passenger cars (2000 lb/axle) = 60% 2-axle single unit trucks (6000 lb/axle) = 30% 3-axle single unit trucks (12000 lb/axle) = 10% 1) Determine the design ESAL using the AASHTO method. Exclude passenger cars. Assume SN = 4 and pt = 2.5. 2) Determine the design ESAL using CALTRANS method. Exclude passenger cars. Compare and comment on the result obtained from Problem 1. 3) Calculate the Traffic Index using Caltrans Method.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A six-lane highway (3 lanes in each direction) is to be designed to replace an existing
highway. The present AADT in one direction is 6000 and is expected to grow at 3% per
year. The design life is 30 years and the vehicle mix is:
Passenger cars (2000 lb/axle) = 60%
2-axle single unit trucks (6000 lb/axle) = 30%
3-axle single unit trucks (12000 lb/axle) = 10%
1) Determine the design ESAL using the AASHTO method. Exclude passenger cars.
Assume SN = 4 and pt = 2.5.
2) Determine the design ESAL using CALTRANS method. Exclude passenger cars.
Compare and comment on the result obtained from Problem 1.
Calculate the Traffic Index using Caltrans Method.
3)
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