Daily Traffic Count Axle Load (Kips) (2-аxle) (3-аxle) 22 (4-axle) 40 (5-axle) 50 (6-axle) 50 SN is 5, P;= 4.2, P,= 3, design life is 15 ycars, growth rate is 2.5%, lane distribution factor = 0.45, AADT = 1600 Calculate the ESAT.
Daily Traffic Count Axle Load (Kips) (2-аxle) (3-аxle) 22 (4-axle) 40 (5-axle) 50 (6-axle) 50 SN is 5, P;= 4.2, P,= 3, design life is 15 ycars, growth rate is 2.5%, lane distribution factor = 0.45, AADT = 1600 Calculate the ESAT.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Q: Given the data below:
Daily Traffic Count
Axle Load (Kips)
(2-axle)
(3-axle)
22
(4-axle)
40
(5-аxle)
50
(б-аxle)
50
SN is 5, P,34.2, Р,%33,
design life is 15 years,
growth rate is 2.5%,
lane distribution factor = 0.45, AADT = 1600
Calculate the ESAT.
2.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd00ede54-8b9a-4138-901f-58d8a82346d0%2Fa3baf968-d48d-45ac-b601-1df80f70e207%2F9yqkt0c_processed.png&w=3840&q=75)
Transcribed Image Text:Q: Given the data below:
Daily Traffic Count
Axle Load (Kips)
(2-axle)
(3-axle)
22
(4-axle)
40
(5-аxle)
50
(б-аxle)
50
SN is 5, P,34.2, Р,%33,
design life is 15 years,
growth rate is 2.5%,
lane distribution factor = 0.45, AADT = 1600
Calculate the ESAT.
2.
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