A flexible pavement (SN = 4) is to be designed to last 10 years. The daily car traffic is 28,753, and the daily truck traffic is 1,370 single-unit trucks with two single axles and 277 tractor semi-trailer trucks with single, tandem, and triple axles. The axle weights are: cars: two (one front, one back) 2000-lb single axles single-unit truck: 8000-lb, single axle (front), 22,000-lb, single axle (back) tractor semi-trailer truck: 10,000-lb single axle, 16,000-lb tandem axle, 44,000- lb triple axle Calculate the 18-kip equivalent single axle load for the total traffic over the design period. (round your answer to the nearest whole number)
A flexible pavement (SN = 4) is to be designed to last 10 years. The daily car traffic is 28,753, and the daily truck traffic is 1,370 single-unit trucks with two single axles and 277 tractor semi-trailer trucks with single, tandem, and triple axles. The axle weights are: cars: two (one front, one back) 2000-lb single axles single-unit truck: 8000-lb, single axle (front), 22,000-lb, single axle (back) tractor semi-trailer truck: 10,000-lb single axle, 16,000-lb tandem axle, 44,000- lb triple axle Calculate the 18-kip equivalent single axle load for the total traffic over the design period. (round your answer to the nearest whole number)
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter21: Pavement Management
Section: Chapter Questions
Problem 10P
Related questions
Question
Can you please help me solve this homework question I am confused on the homework problem this is not a quiz or test question it’s a homework problem and can you please write clear and box answer. Thank you
![A flexible pavement (SN = 4) is to be designed to last 10 years. The daily car
traffic is 28,753, and the daily truck traffic is 1,370 single-unit trucks with two
single axles and 277 tractor semi-trailer trucks with single, tandem, and triple
axles. The axle weights are:
cars: two (one front, one back) 2000-lb single axles
single-unit truck: 8000-lb, single axle (front), 22,000-lb, single axle (back)
tractor semi-trailer truck: 10,000-lb single axle, 16,000-lb tandem axle, 44,000-
lb triple axle
Calculate the 18-kip equivalent single axle load for the total traffic over the
design period.
(round your answer to the nearest whole number)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F80eba562-21a9-4e80-b9d1-aa77fd8bca4a%2Fba036daa-2bfb-44f6-bb7b-c2b99130d583%2F0goe25m_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A flexible pavement (SN = 4) is to be designed to last 10 years. The daily car
traffic is 28,753, and the daily truck traffic is 1,370 single-unit trucks with two
single axles and 277 tractor semi-trailer trucks with single, tandem, and triple
axles. The axle weights are:
cars: two (one front, one back) 2000-lb single axles
single-unit truck: 8000-lb, single axle (front), 22,000-lb, single axle (back)
tractor semi-trailer truck: 10,000-lb single axle, 16,000-lb tandem axle, 44,000-
lb triple axle
Calculate the 18-kip equivalent single axle load for the total traffic over the
design period.
(round your answer to the nearest whole number)
Expert Solution
![](/static/compass_v2/shared-icons/check-mark.png)
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 2 steps
![Blurred answer](/static/compass_v2/solution-images/blurred-answer.jpg)
Recommended textbooks for you
![Traffic and Highway Engineering](https://www.bartleby.com/isbn_cover_images/9781305156241/9781305156241_smallCoverImage.jpg)
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
![Traffic and Highway Engineering](https://www.bartleby.com/isbn_cover_images/9781305156241/9781305156241_smallCoverImage.jpg)
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning