The predicted traffic mix of a proposed four-lane urban non-interstate freeway: Passenger cars = 69% Single-unit trucks (two single axles): 2-axle, 5000 lb/axle = 20% 2-axle, 9000 lb/axle = 5% Single trailer trucks (three single axles): 3-axle, 23,000 lb/axle = 4% 3-axle 20,000 lb/axle = 2% The projected AADT (average annual daily traffic) during the first year of operation is 3500. The design period is 20 years and the traffic growth rate is estimated at 4% annually. The resilient modulus of the asphalt (EAC) is 300,000 lb/in. The CBR of subgrade is 80 (the modulus of subgrade is 18,5000 psi). Assume the percent of traffic on the design lane is 42%. Use pt = 2.5, and SN = 3 for the estimation of load equivalency factor and ESAL. Use a reliability level of 90%, standard deviation of 0.45, and APSI of 2.0, determine the asphalt layer thickness of full-depth asphalt pavement using the AASHTO 1993 design method.

The predicted traffic mix of a proposed four-lane urban non-interstate freeway: Passenger cars = 69% Single-unit trucks (two single axles): 2-axle, 5000 lb/axle = 20% 2-axle, 9000 lb/axle = 5% Single trailer trucks (three single axles): 3-axle, 23,000 lb/axle = 4% 3-axle 20,000 lb/axle = 2% The projected AADT (average annual daily traffic) during the first year of operation is 3500. The design period is 20 years and the traffic growth rate is estimated at 4% annually. The resilient modulus of the asphalt (EAC) is 300,000 lb/in. The CBR of subgrade is 80 (the modulus of subgrade is 18,5000 psi). Assume the percent of traffic on the design lane is 42%. Use pt = 2.5, and SN = 3 for the estimation of load equivalency factor and ESAL. Use a reliability level of 90%, standard deviation of 0.45, and APSI of 2.0, determine the asphalt layer thickness of full-depth asphalt pavement using the AASHTO 1993 design method.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Capacity and Level of Service at Intersections

The term capacity is associated with transportation engineering. Capacity helps to understand how many pedestrians or vehicles can be handled by a transport facility. Level of service is also a term associated with transportation engineering. The level of service indicates the performance of the transport facility.

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The predicted traffic mix of a proposed four-lane urban non-interstate freeway:
Passenger cars = 69%
Single-unit trucks (two single axles):
2-axle, 5000 lb/axle = 20%
2-axle, 9000 lb/axle = 5%
Single trailer trucks (three single axles):
3-axle, 23,000 lb/axle = 4%
3-axle 20,000 lb/axle = 2%
The projected AADT (average annual daily traffic) during the first year of
operation is 3500. The design period is 20 years and the traffic growth rate is
estimated at 4% annually. The resilient modulus of the asphalt (EAC) is 300,000
lb/in. The CBR of subgrade is 80 (the modulus of subgrade is 18,5000 psi).
Assume the percent of traffic on the design lane is 42%. Use pt = 2.5, and SN = 3
for the estimation of load equivalency factor and ESAL. Use a reliability level of
90%, standard deviation of 0.45, and APSI of 2.0, determine the asphalt layer
thickness of full-depth asphalt pavement using the AASHTO 1993 design method.

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The predicted traffic mix of a proposed four-lane urban non-interstate freeway is as follows. Passenger cars = 78% Single-unit trucks: 2-axle, 5,000 lb/axle = 12% 2-axle, 9,000 lb/axle = 4% 3-axle or more, 23,000 lb/axle = 3% Tractor semitrailers and combinations: 3-axle, 20,000 lb/axle = 3% The projected AADT during the first year of operation is 3,900 (both directions). If the traffic growth rate is estimated at 3 percent and the CBR of the subgrade is 7.5, determine the depth of a full- asphalt pavement (in inches) using the AASHTO method and n = 20 years. The resilient modulus of the asphalt (EAC) is 320,000 lb/in². Assume m, for the subgrade is 1 and the percent of traffic on the design lane is 42 percent, p₁ = 2.5, and SN = 4. Use a reliability level of 90 percent, a standard deviation of 0.45, and a design serviceability loss of 2.0. Assume the design lane factor f is 0.42. (Use single-axle load equivalency factors for 2-axle vehicles and tandem-axle load equivalency factors for…
The predicted traffic mix of a proposed four-lane urban non-interstate freeway is as follows. Passenger cars = 78% Single-unit trucks: 2-axle, 5,000 lb/axle = 12% 2-axle, 9,000 lb/axle = 4% 3-axle or more, 23,000 lb/axle = 3% Tractor semitrailers and combinations: 3-axle, 20,000 lb/axle = 3% The projected AADT during the first year of operation is 3,900 (both directions). If the traffic growth rate is estimated at 3 percent and the CBR of the subgrade is 7.5, determine the depth of a full-asphalt pavement (in inches) using the AASHTO method and n = 20 years. The resilient modulus of the asphalt (EAC) is 320,000 lb/in². Assume m, for the subgrade is 1 and the percent of traffic on the design lane is 42 percent, pt = 2.5, and SN = 4. Use a reliability level of 90 percent, a standard deviation of 0.45, and a design serviceability loss of 2.0. Assume the design lane factor f is 0.42. (Use single-axle load equivalency factors for 2-axle vehicles and tandem-axle load equivalency factors for…
The predicted traffic mix of a proposed four-lane urban non-interstate freeway is as follows. Passenger cars = 78% Single-unit trucks: 2-axle, 5,000 lb/axle = 12% 2-axle, 9,000 lb/axle = 4% 3-axle or more, 23,000 lb/axle = 3% Tractor semitrailers and combinations: 3-axle, 20,000 lb/axle = 3% The projected AADT during the first year of operation is 3,900 (both directions). If the traffic growth rate is estimated at 3 percent and the CBR of the subgrade is 7.5, determine the depth of a full-asphalt pavement (in inches) using the AASHTO method and n = 20 years. The resilient modulus of the asphalt (EAC) is 320,000 lb/in2. Assume mi for the subgrade is 1 and the percent of traffic on the design lane is 42 percent, pt = 2.5, and SN = 4. Use a reliability level of 90 percent, a standard deviation of 0.45, and a design serviceability loss of 2.0. Assume the design lane factor fd is 0.42. (Use single-axle load equivalency factors for 2-axle vehicles and tandem-axle load equivalency…
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