B. A rigid pavement with a 10-inch slab thickness, 90 percent reliability, E, 4 million lb/in?, 600 lb/in? modulus of rupture, 150 lb/in³ modulus of subgrade reaction, a 2.8 load transfer coefficient, initial PSI of 4.8, final PSI of 2.5, overall standard deviation of 0.35, and a drainage coefficient of 0.8 is designed. The pavement's design life is 20 years. The three-lane road is built for vehicles with one 20,000-pound single axle, one 26,000-pound tandem axle, and one 34,000-pound triple axle. Calculate the projected daily truck traffic on the three lanes.
B. A rigid pavement with a 10-inch slab thickness, 90 percent reliability, E, 4 million lb/in?, 600 lb/in? modulus of rupture, 150 lb/in³ modulus of subgrade reaction, a 2.8 load transfer coefficient, initial PSI of 4.8, final PSI of 2.5, overall standard deviation of 0.35, and a drainage coefficient of 0.8 is designed. The pavement's design life is 20 years. The three-lane road is built for vehicles with one 20,000-pound single axle, one 26,000-pound tandem axle, and one 34,000-pound triple axle. Calculate the projected daily truck traffic on the three lanes.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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B. A rigid pavement with a 10-inch slab thickness, 90 percent reliability, E. = 4 million lb/in², 600 lb/in² modulus of rupture, 150 lb/in³ modulus of subgrade reaction, a 2.8 load transfer coefficient, initial PSI of 4.8, final PSI of 2.5, overall standard deviation of 0.35, and a drainage coefficient of 0.8 is designed. The pavement's design life is 20 years. The three-lane road is built for vehicles with one 20,000-pound single axle, one 26,000-pound tandem axle, and one 34,000-pound triple axle. Calculate the projected daily truck traffic on the three lanes.
![B. A rigid pavement with a 10-inch slab thickness, 90 percent reliability, E. = 4 million
lb/in?, 600 lb/in? modulus of rupture, 150 lb/in modulus of subgrade reaction, a 2.8 load
transfer coefficient, initial PSI of 4.8, final PSI of 2.5, overall standard deviation of 0.35,
and a drainage coefficient of 0.8 is designed. The pavement's design life is 20 years.
The three-lane road is built for vehicles with one 20,000-pound single axle, one
26,000-pound tandem axle, and one 34,000-pound triple axle. Calculate the projected
daily truck traffic on the three lanes.
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa8efb931-669f-4cc1-a565-f78974e3e9b6%2Ff7c1aa73-5593-4f21-8a68-f83c50709a18%2Fjd0u1wn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:B. A rigid pavement with a 10-inch slab thickness, 90 percent reliability, E. = 4 million
lb/in?, 600 lb/in? modulus of rupture, 150 lb/in modulus of subgrade reaction, a 2.8 load
transfer coefficient, initial PSI of 4.8, final PSI of 2.5, overall standard deviation of 0.35,
and a drainage coefficient of 0.8 is designed. The pavement's design life is 20 years.
The three-lane road is built for vehicles with one 20,000-pound single axle, one
26,000-pound tandem axle, and one 34,000-pound triple axle. Calculate the projected
daily truck traffic on the three lanes.
%3D
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